Index

A

a (rough_calculations.ng_earth_pressure.KreyEarthPressurUnderConcentratedLoad attribute) A() (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.ehe.EHE_limit_state_checking.TorsionParameters method) (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.GenericSection method) (materials.sections.section_properties.GenericSection1D method) (materials.sections.section_properties.GenericSection2D method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.ISection method) (materials.sections.section_properties.PolygonalSection method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_steel.SteelShape method) a1 (xc.SteelBaseMaterial property) a2 (xc.SteelBaseMaterial property) a3 (xc.SteelBaseMaterial property) a4 (xc.SteelBaseMaterial property) ab_diams (materials.astm_aisc.ASTM_materials.AnchorBolt attribute) AbcisaMax() (geom.FunctionGraph1D method) AbcisaMin() (geom.FunctionGraph1D method) abscissaName (geom_utils.longitudinal_profile.LongProfile attribute) Ac() (materials.sections.stress_calc.StressCalc method) acadScript() (geom_utils.longitudinal_profile.LongProfile method) accel (xc.MotionHistory property) accelerationLoad() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] ACIConcrete (class in materials.aci.ACI_materials) ACIDoubleRebarFamily (class in materials.aci.ACI_limit_state_checking) ACIFamNBars (class in materials.aci.ACI_limit_state_checking) ACIRebarFamily (class in materials.aci.ACI_limit_state_checking) actions.basic_loads.nodal_loads module actions.combinations module actions.earth_pressure.earth_pressure module actions.imposed_strain.imp_strain module actions.load_cases module actions.loads module actions.prestress.prestress_cables module actions.quake.seismeSIA module actions.quake.write_loads_mode module actions.railway_traffic.IAPF_rail_load_models module, [1] actions.railway_traffic.SIA_rail_load_models module, [1] actions.snow.SIA_snow module actions.utils.load_tables module actions.utils.staggered_patterns module actions.weight.CTE_peso_especifico_elementos_cobertura module actions.weight.CTE_peso_especifico_pavimentos module actions.weight.CTE_pesos_especificos_materiales_construccion module actions.wind.base_wind module actions.wind.CTE_wind module actions.wind.IAPF_wind module actions.wind.SIA261_wind module activateElements() (model.predefined_spaces.PredefinedSpace method) active_earth_pressure_coefficient_Kad() (in module geotechnics.mononobe_okabe) active_pressure_culmann_method() (in module geotechnics.earth_pressure) AcV2Pernos() (in module materials.eota.EOTA_TR029_limit_state_checking) AcV2PernosC2() (in module materials.eota.EOTA_TR029_limit_state_checking) add() (actions.combinations.SituationCombs method) (postprocess.displayable_results.ResultsDescriptionContainer method) (postprocess.utils_display.PartToDisplayContainer method) (xc.LoadCombination method) addCombinationForNonLinearAnalysis() (model.predefined_spaces.PredefinedSpace method) addComponents() (xc.Vector method) addDiagram() (postprocess.xcVtk.diagrams.control_var_diagram.ControlVarDiagram method) (postprocess.xcVtk.diagrams.vtk_internal_force_diagram.InternalForceDiagram method) addDiagramToScene() (postprocess.xcVtk.diagrams.colored_diagram.ColoredDiagram method) addFiber() (xc.FiberSectionBase method) addHole() (xc.Face method) addLoadCaseToDomain() (model.predefined_spaces.PredefinedSpace method) addLstLoads() (actions.load_cases.LoadCase method) addNewLoadCaseToDomain() (model.predefined_spaces.PredefinedSpace method) addToDisplay() (postprocess.xcVtk.fields.direction_field_data.DirectionFieldData method) (postprocess.xcVtk.fields.local_axes_vector_field.LocalAxesVectorField method) (postprocess.xcVtk.fields.local_axes_vector_field.StrongWeakAxisVectorField method) (postprocess.xcVtk.fields.vector_field.VectorField method) addToDomain() (xc.LoadCombinationGroup method) (xc.LoadPattern method) (xc.MapLoadPatterns method) Ae() (materials.ehe.EHE_limit_state_checking.TorsionParameters method) affectsNodeAndDOF() (xc.Constraint method) AggregatorAdditions (class in xc) alfa() (materials.concrete_base.paramTensStiffness method) alive (xc.ContinuaReprComponent property) alive() (xc.Fiber method) aliveElements() (xc.SetMeshComp method) alpha (materials.steel_base.BasicSteel attribute) (rough_calculations.masonry_vault.FillingCharacteristics attribute) Alpha (xc.CrossSectionProperties2d property) alpha (xc.ViscousMaterial property) alpha() (geom_utils.parabola.Parabola method) (in module actions.quake.seismeSIA) (rough_calculations.ng_prestressed_concrete.prestressingWire method) alpha_gt_10phi (materials.ehe.EHE_materials.ReinforcingSteel attribute) alpha_leq_10phi (materials.ehe.EHE_materials.ReinforcingSteel attribute) alpha_ratios (materials.ehe.EHE_materials.ReinforcingSteel attribute) alphaIAPF() (in module actions.wind.IAPF_wind) alphaImperfectionFactor() (in module materials.ec3.EC3_materials) alphaM (xc.RayleighDampingFactors property) alphaMP (xc.FactorsConstraintHandler property) AlphaOS (class in xc) AlphaOSBase (class in xc) AlphaOSGeneralized (class in xc) alphaR() (in module actions.wind.SIA261_wind) alphaSP (xc.FactorsConstraintHandler property) alphaTable (materials.sections.section_properties.RectangularSection attribute) AlphaY (xc.CrossSectionProperties3d property) alphaY() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.GenericSection method) (materials.sections.section_properties.GenericSection2D method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.ISection method) (materials.sections.section_properties.PolygonalSection method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.structural_shapes.arcelor_metric_shapes.CHSShape method) (materials.sections.structural_steel.SteelShape method) AlphaZ (xc.CrossSectionProperties3d property) alphaZ() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.GenericSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.ISection method) (materials.sections.section_properties.PolygonalSection method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.structural_shapes.arcelor_metric_shapes.CHSShape method) (materials.sections.structural_steel.SteelShape method) alreadyDefinedSections (postprocess.element_section_map.RawShellSections attribute) Analysis (class in xc) analysisAggregation (xc.Analysis property) analysisSetup() (solution.predefined_solutions.LinearBucklingAnalysis method) (solution.predefined_solutions.SolutionProcedure method) analyze() (model.predefined_spaces.PredefinedSpace method) (xc.EigenAnalysis method) (xc.StaticAnalysis method) (xc.TransientAnalysis method)

analyzeLoadCombinations() (postprocess.limit_state_data.BucklingParametersLimitStateData method) (postprocess.limit_state_data.LimitStateData method) AnchorBolt (class in materials.aci.ACI_limit_state_checking) (class in materials.astm_aisc.ASTM_materials) AnchorGroup (class in materials.astm_aisc.ASTM_materials) angle_between() (in module materials.prestressing.prestressed_concrete) angleFactor() (in module materials.eota.EOTA_TR029_limit_state_checking) angPhi (rough_calculations.masonry_vault.FillingCharacteristics attribute) angRozCimTerrIGP2011() (in module geotechnics.foundations.footing_soil_contact_friction_angle) ansysToBarInternalForces() (in module misc.import_Ansys_beam_intforces) ansysToEsfShell() (in module misc.import_Ansys_shell_intforces) append() (geom.dq_polyline3D method) (geom.dq_pos2d method) (geom.dq_pos3d method) (geom.FunctionGraph1D method) (geom.ttz_pos3d method) (geom.v_pos3d method) (import_export.block_topology_entities.BlockDict method) (import_export.block_topology_entities.PointDict method) (import_export.block_topology_entities.PointSupportDict method) (import_export.dxf_reader.FloatList method) (import_export.mesh_entities.CellDict method) (import_export.mesh_entities.MaterialDict method) (import_export.mesh_entities.NodeDict method) (import_export.mesh_entities.NodeSupportDict method) (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (materials.sections.RC_sections_container.SectionContainer method) (xc.DqPtrsConstraint method) (xc.DqPtrsElem method) (xc.DqPtrsNode method) (xc.fiber_ptrs_dq method) (xc.ID method) (xc.lstBodies method) (xc.lstLines method) (xc.lstPnts method) (xc.vector_mp_elements method) (xc.vector_mp_nodes method) (xc.vector_ptr_reinf_bar method) append_nodes_from_line() (in module model.sets.sets_mng) append_points() (in module model.sets.sets_mng) append_quadSurfaces_on_points() (in module model.sets.sets_mng) append_section() (postprocess.element_section_map.ElementSections method) append_sets() (in module model.sets.sets_mng) appendAttribute() (import_export.block_topology_entities.BlockProperties method) appendBlock() (import_export.block_topology_entities.BlockData method) appendDataFromElementEnds() (postprocess.xcVtk.diagrams.colored_diagram.ColoredDiagram method) appendDataToDiagram() (postprocess.xcVtk.diagrams.colored_diagram.ColoredDiagram method) appendDiagram() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) appendDummyLine() (geom_utils.longitudinal_profile.LongProfile method) appendDummyString() (geom_utils.longitudinal_profile.LongProfile method) appendFromGeomEntity() (xc.SetMeshComp method) appendHexaedrRange() (model.geometry.grid_model.GridModel method) appendLabel() (import_export.block_topology_entities.BlockProperties method) appendLayer() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) appendLinRange() (model.geometry.grid_model.GridModel method) appendLoadPattern() (actions.load_cases.LoadCaseManager method) appendLoadToCurrentLoadPattern() (actions.earth_pressure.earth_pressure.EarthPressureSlopedBackfill method) (actions.earth_pressure.earth_pressure.HorizontalLoadOnBackfill method) (actions.earth_pressure.earth_pressure.PointVerticalLoadOnBackfill method) (actions.earth_pressure.earth_pressure.PressureModelBase method) (actions.earth_pressure.earth_pressure.WeightDistrEmbankment method) (actions.loads.EarthPressLoad method) (actions.loads.InertialLoad method) (actions.loads.NodalLoad method) (actions.loads.PointLoadOverShellElems method) (actions.loads.SlidingVectorLoad method) (actions.loads.StrainGradientThermalLoadOnShells method) (actions.loads.StrainLoadOnBeams method) (actions.loads.StrainLoadOnShells method) (actions.loads.StrainLoadOnTrusses method) (actions.loads.UnifLoadSurfNodesDistributed method) (actions.loads.UniformLoadOnBeams method) (actions.loads.UniformLoadOnLines method) (actions.loads.UniformLoadOnSurfaces method) (actions.loads.UniformLoadOnTrusses method) (actions.loads.WindLoadOnBeams method) (actions.loads.WindLoadOnShells method) (actions.loads.WindLoadOnTrusses method) appendNegativeLayer() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) appendNegativeRow() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) appendOrdinatesLine() (geom_utils.longitudinal_profile.LongProfile method) appendOrdinatesString() (geom_utils.longitudinal_profile.LongProfile method) appendPoint() (geom.ListPos2d method) (geom.ListPos3d method) (import_export.block_topology_entities.BlockData method) appendPositiveLayer() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) appendPositiveRow() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) appendRow() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) appendSurfRange() (model.geometry.grid_model.GridModel method) appendTable() (import_export.sciaXML.xml_basics.scxml_table_container.SCXMLTableContainer method) appendVertex() (geom.Polygon3d method) appendVerticalLoadToCurrentLoadPattern() (actions.earth_pressure.earth_pressure.PressureModelBase method) (actions.earth_pressure.earth_pressure.StripLoadOnBackfill method) (actions.earth_pressure.earth_pressure.UniformPressureOnBackfill method) applyBConNode() (model.boundary_cond.spring_bound_cond.SpringBC method) applyOnNodesIn3Dpos() (model.boundary_cond.spring_bound_cond.SpringBC method) applyOnNodesInSet() (model.boundary_cond.spring_bound_cond.SpringBC method) applyOnNodesLst() (model.boundary_cond.spring_bound_cond.SpringBC method) applyOnPointsInSet() (model.boundary_cond.spring_bound_cond.SpringBC method) applyStressLossToElems() (materials.prestressing.prestressed_concrete.PrestressTendon method) applyStressToElems() (materials.prestressing.prestressed_concrete.PrestressTendon method) applyTransform() (geom_utils.aux_cairo_plot.TransformParams method) ArchBridgeRoughModel (class in rough_calculations.arch_bridge_simple_model) ArchBridgeRoughModelBase (class in rough_calculations.arch_bridge_rough_base) archGeometry (class in rough_calculations.masonry_vault) ArcLength (class in xc) ArcLength1 (class in xc) ArcLengthBase (class in xc) area (geom.BND2d property) (geom.BND3d property) (xc.ReinfBar property) areaAcV0() (in module materials.eota.EOTA_TR029_limit_state_checking) arealRho (xc.SectionForceDeformation property) ArrowCircle (class in geom_utils.aux_cairo_plot) ArrowDiamond (class in geom_utils.aux_cairo_plot) ArrowHead (class in geom_utils.aux_cairo_plot) ArrowOpen (class in geom_utils.aux_cairo_plot) ArrowSolid (class in geom_utils.aux_cairo_plot) ArrowSolidBase (class in geom_utils.aux_cairo_plot) As (materials.sections.stress_calc.StressCalc attribute) asigna() (xc.LoadCombination method) AsMinTensionStressLimit() (in module materials.sia262.SIA262_limit_state_checking) Asp (materials.sections.stress_calc.StressCalc attribute) assign() (postprocess.element_section_map.ElementSectionMap method) (postprocess.RC_material_distribution.RCMaterialDistribution method) assign_ndiv_to_lines_in_set() (in module model.mesh.finit_el_model) assignFromElementProperties() (postprocess.element_section_map.ElementSectionMap method) (postprocess.RC_material_distribution.RCMaterialDistribution method) assignZ() (model.geometry.net_utils.Net2DHelper method) AsSimpleBending() (in module rough_calculations.ng_simple_bending_reinforcement) ASTMShape (class in materials.astm_aisc.ASTM_materials) ASTMSteel (class in materials.astm_aisc.ASTM_materials) at() (xc.dq_line_ptrs method) (xc.dq_ptrs_constraint method) (xc.dq_ptrs_element method) (xc.dq_ptrs_node method) (xc.dq_ptrs_pnt method) (xc.dq_ptrs_surfaces method) (xc.Matrix method) atoi() (in module misc_utils.data_struct_utils) AUShape (class in materials.ec3.EC3_materials) (class in materials.sections.structural_shapes.arcelor_metric_shapes) autoScale() (postprocess.xcVtk.diagrams.control_var_diagram.ControlVarDiagram method) (postprocess.xcVtk.diagrams.linear_load_diagram.LinearLoadDiagram method) aux1() (rough_calculations.masonry_vault.archGeometry method) aux2() (rough_calculations.masonry_vault.archGeometry method) average_on_nodes() (in module postprocess.extrapolate_elem_attr) average_vertical_stress_increment_under_concentrated_load() (in module geotechnics.settlement) average_vertical_stress_increment_under_rectangular_loaded_area() (in module geotechnics.settlement) Avy() (materials.sections.structural_steel.SteelShape method) Avz() (materials.sections.structural_steel.SteelShape method) AxialForceControlVars (class in postprocess.control_vars) axialInitialResistanceConeFailure() (in module materials.eota.EOTA_TR029_limit_state_checking) axialInitialResistancePullout() (in module materials.eota.EOTA_TR029_limit_state_checking) axialResistanceSteelFailure() (in module materials.eota.EOTA_TR029_limit_state_checking) Ay() (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) Az() (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method)

B

b (materials.sections.stress_calc.StressCalc attribute) (rough_calculations.ng_earth_pressure.KreyEarthPressurUnderConcentratedLoad attribute) (rough_calculations.ng_retaining_wall.RetainingWall attribute) (xc.SteelBaseMaterial property) b() (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.QHShape method) (materials.sections.structural_steel.UShape method) b1LowerLimitAppuiFixe() (in module actions.quake.seismeSIA) b1UpperLimitAppuiFixe() (in module actions.quake.seismeSIA) b2LowerLimitAppuiFixe() (in module actions.quake.seismeSIA) b2LowerLimitPontFlottant() (in module actions.quake.seismeSIA) b2UpperLimitAppuiFixe() (in module actions.quake.seismeSIA) b2UpperLimitPontFlottant() (in module actions.quake.seismeSIA) backEndDeformationPlane (xc.BeamStrainLoad property) BandArpackppSOE (class in xc) BandArpackppSolver (class in xc) BandArpackSOE (class in xc) BandArpackSolver (class in xc) barArea (xc.ReinfLayer property) barDiameter (xc.ReinfLayer property) BaseControl (class in xc) BaseElasticSection (class in xc) BaseElasticSection2d (class in xc) BaseElasticSection3d (class in xc) BasementWall (class in rough_calculations.ng_basement_wall) BaseVectorLoad (class in actions.loads) basicData (class in actions.imposed_strain.imp_strain) BasicElasticMaterial (class in materials.typical_materials) BasicMaterialProperties (class in import_export.sciaXML.material_properties) BasicRectangularRCSection (class in materials.sections.fiber_section.def_simple_RC_section) BasicSteel (class in materials.steel_base) bCOG() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) Beam (class in rough_calculations.ng_beam) Beam2dPointLoad (class in xc) Beam2dUniformLoad (class in xc) Beam3dPointLoad (class in xc) Beam3dUniformLoad (class in xc) BeamColumnWithSectionFD (class in xc) BeamColumnWithSectionFDTrf2d (class in xc) BeamColumnWithSectionFDTrf3d (class in xc) BeamLoad (class in xc) BeamMaterialData (class in materials.typical_materials) BeamMecLoad (class in xc) BeamPointLoad (class in xc) BeamReinforcementRatios (class in materials.ehe.EHE_limit_state_checking) beamStrainComponents (model.predefined_spaces.StructuralMechanics3D attribute) BeamStrainLoad (class in xc) beamStressComponents (model.predefined_spaces.StructuralMechanics3D attribute) BeamSupportCoefficients (class in materials.ec3.EC3_limit_state_checking) BeamUniformLoad (class in xc) BeamWithHinges2d (class in xc) BeamWithHinges3d (class in xc) Bearing (class in materials.bridge_bearings) bearingArea (materials.astm_aisc.ASTM_materials.AnchorBolt attribute) BellSoil (class in geotechnics.earth_pressure) bendingCompactFlangeRatio() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) bendingCompactRatio() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) bendingCompactWallRatio() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) bendingCompactWebAndFlangeRatio() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) bendingCompactWebRatio() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method)

bendingOK() (materials.concrete_base.ReinforcedConcreteLimitStrains method) bendingSlenderFlangeRatio() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) bendingSlenderRatio() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) bendingSlenderWallRatio() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) bendingSlenderWebRatio() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) BendingState (class in materials.astm_aisc.ASTM_materials) BerkeleyDbDatastore (class in xc) beta (rough_calculations.masonry_vault.FillingCharacteristics attribute) beta_w_points (materials.sections.structural_shapes.aisc_metric_shapes.LShape attribute) beta_w_values (materials.sections.structural_shapes.aisc_metric_shapes.LShape attribute) betaK (xc.RayleighDampingFactors property) betaKcommit (xc.RayleighDampingFactors property) betaKinit (xc.RayleighDampingFactors property) betaTable (materials.bridge_bearings.ElastomericBearing attribute) (materials.sections.section_properties.RectangularSection attribute) bf_diams (materials.astm_aisc.ASTM_materials.BoltFastener attribute) BFBRoydenBase (class in xc) BFGS (class in xc) BiaxialBendingControlVars (class in postprocess.control_vars) BiaxialBendingNormalStressController (class in materials.aci.ACI_limit_state_checking) (class in materials.ec2.EC2_limit_state_checking) (class in materials.ec3.EC3_limit_state_checking) (class in materials.ehe.EHE_limit_state_checking) (class in materials.sia262.SIA262_limit_state_checking) BiaxialBendingNormalStressControllerBase (class in materials.limit_state_checking_base) BiaxialBendingStrengthControlVars (class in postprocess.control_vars) BiaxialBucklingController (class in materials.ehe.EHE_limit_state_checking) BidimLoad (class in xc) BidimStrainLoad (class in xc) Bidirectional (class in xc) BisectionLineSearch (class in xc) BJmatrix (class in xc) BJtensor (class in xc) Block (class in xc) BlockData (class in import_export.block_topology_entities) BlockDict (class in import_export.block_topology_entities) blockFromPoints() (import_export.block_topology_entities.BlockData method) BlockMember (class in materials.ehe.EHE_limit_state_checking) BlockProperties (class in import_export.block_topology_entities) BlockRecord (class in import_export.block_topology_entities) bLowerLimitAppuiFixe() (in module actions.quake.seismeSIA) BND2d (class in geom) BND3d (class in geom) bodies (xc.Set property) Body (class in xc) BoltArray (class in materials.astm_aisc.ASTM_materials) BoltedPlate (class in materials.astm_aisc.ASTM_materials) BoltFastener (class in materials.astm_aisc.ASTM_materials) (class in materials.ec3.EC3_materials) bothEdgeSupport (materials.awc_nds.AWCNDS_materials.MemberRestraint attribute) bottomFootingIndex (rough_calculations.ng_retaining_wall.FootingReinforcement attribute) Boundary (class in geom_utils.aux_cairo_plot) brakingLoad() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] BrickSelfWeight (class in xc) Broyden (class in xc) bsh() (materials.concrete_base.ReinforcingSteel method) BucklingAnalysisEigenPart (class in solution.predefined_solutions) BucklingAnalysisStaticPart (class in solution.predefined_solutions) BucklingParametersLimitStateData (class in materials.ehe.EHE_limit_state_checking) (class in postprocess.limit_state_data) build() (postprocess.phantom_model.PhantomModel method) buildContour() (materials.sections.section_properties.TSection method) BuiltUpLumberSection (class in materials.awc_nds.AWCNDS_materials) bUpperLimitAppuiFixe() (in module actions.quake.seismeSIA)

C

CableMaterial (class in xc) CableStayedBridgeRoughModel (class in rough_calculations.cable_stayed_bridge_simple_model) calc_max_compression_axial_forces() (in module postprocess.limit_state_data) calc_max_tension_axial_forces() (in module postprocess.limit_state_data) calcCover() (materials.limit_state_checking_base.FibSectLSProperties method) calcE6p27() (in module rough_calculations.masonry_vault) calcF6p28() (in module rough_calculations.masonry_vault) calcG6p29() (in module rough_calculations.masonry_vault) calcGamma() (rough_calculations.masonry_vault.archGeometry method) calcH6p30() (in module rough_calculations.masonry_vault) calcHA6p19() (in module rough_calculations.masonry_vault) calcHB6p21() (in module rough_calculations.masonry_vault) calcInteractionDiagrams() (materials.sections.RC_sections_container.SectionContainer method) calcn6p32() (in module rough_calculations.masonry_vault) calcPressures() (model.boundary_cond.spring_bound_cond.ElasticFoundation method) calcRebarStress() (materials.sia262.SIA262_limit_state_checking.CrackControlSIA262 method) calcTu() (materials.ehe.EHE_limit_state_checking.TorsionController method) calcTu1() (materials.ehe.EHE_limit_state_checking.TorsionController method) calcTu2() (materials.ehe.EHE_limit_state_checking.TorsionController method) calcTu3() (materials.ehe.EHE_limit_state_checking.TorsionController method) calculateLengths() (postprocess.xcVtk.fields.vector_field_data.VectorFieldData method) calculateNodalReactions() (model.predefined_spaces.PredefinedSpace method) (xc.Domain method) (xc.Mesh method) calcVA6p20() (in module rough_calculations.masonry_vault) calcVB6p22() (in module rough_calculations.masonry_vault) calcVc() (materials.aci.ACI_limit_state_checking.ShearController method) calcVcu() (materials.sia262.SIA262_limit_state_checking.ShearController method) calcVertices() (geom_utils.aux_cairo_plot.ArrowHead method) calcVsu() (materials.sia262.SIA262_limit_state_checking.ShearController method) calcVu() (materials.aci.ACI_limit_state_checking.ShearController method) (materials.sia262.SIA262_limit_state_checking.ShearController method) calcVuEHE08() (materials.ehe.EHE_limit_state_checking.ShearController method) calcVuEHE08NoAt() (materials.ehe.EHE_limit_state_checking.ShearController method) calcVuEHE08SiAt() (materials.ehe.EHE_limit_state_checking.ShearController method) callbackRecord (xc.PropRecorder property) callbackRestart (xc.PropRecorder property) callbackSetup (xc.PropRecorder property) CameraParameters (class in postprocess.xcVtk.vtk_graphic_base) Cantilever (class in rough_calculations.ng_cantilever) CantileverRetainingWallGeometry (class in model.geometry.retaining_wall_geometry) captionWidth (postprocess.xcVtk.screen_annotation.ScreenAnnotation attribute) category (xc.BeamLoad property) (xc.BidimLoad property) (xc.ElementalLoad property) CdTableroAlmaLlenaIAPF() (in module actions.wind.IAPF_wind) Ce() (in module actions.snow.SIA_snow) CEB_EHE_PrestressingSteel (class in materials.concrete_base) CEBPrestressingSteel (class in materials.ceb.CEB_materials) Cell (class in xc) CellDict (class in import_export.mesh_entities) CellRecord (class in import_export.mesh_entities) cemType (materials.concrete_base.Concrete attribute) center (xc.CircReinfLayer property) centerRebars() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) centerRebarsNeg() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) centerRebarsPos() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) CentralDifference (class in xc) CentralDifferenceAlternative (class in xc) CentralDifferenceBase (class in xc) CentralDifferenceNoDamping (class in xc) centrifugal_force_reduction_factor() (in module actions.railway_traffic.IAPF_rail_load_models), [1] centrifugalAcceleration() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] centrifugalForceReductionFactor() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] centroid() (xc.InteractionDiagram method) CFactorSeries (class in xc) CFCHSShape (class in materials.ec3.EC3_materials) CFN (class in postprocess.control_vars) CFNMy (class in postprocess.control_vars) CFNMyMz (class in postprocess.control_vars) CFRHSShape (class in materials.ec3.EC3_materials) CFSHSShape (class in materials.ec3.EC3_materials) CFVy (class in postprocess.control_vars) CgIAPF() (in module actions.wind.IAPF_wind) Ch() (in module actions.wind.SIA261_wind) check() (materials.aci.ACI_limit_state_checking.ShearController method) (materials.ec2.EC2_limit_state_checking.CrackController method) (materials.ec2.EC2_limit_state_checking.CrackStraightController method) (materials.ec2.EC2_limit_state_checking.Ec2InPlaneStressLimitStateData method) (materials.ec2.EC2_limit_state_checking.ShearController method) (materials.ehe.EHE_limit_state_checking.ColumnReinforcementRatios method) (materials.ehe.EHE_limit_state_checking.CrackController method) (materials.ehe.EHE_limit_state_checking.CrackStraightController method) (materials.ehe.EHE_limit_state_checking.ShearController method) (materials.ehe.EHE_limit_state_checking.TieReinforcementRatios method) (materials.limit_state_checking_base.BiaxialBendingNormalStressControllerBase method) (materials.limit_state_checking_base.LimitStateControllerBase method) (materials.limit_state_checking_base.ShearControllerBase method) (materials.limit_state_checking_base.UniaxialBendingNormalStressControllerBase method) (materials.sia262.SIA262_limit_state_checking.CrackControlSIA262 method) (materials.sia262.SIA262_limit_state_checking.CrackControlSIA262PlanB method) (materials.sia262.SIA262_limit_state_checking.FatigueController method) (materials.sia262.SIA262_limit_state_checking.ShearController method) (postprocess.limit_state_data.BucklingParametersLimitStateData method) (postprocess.limit_state_data.CrackControlRCLimitStateData method) (postprocess.limit_state_data.FreqLoadsDisplacementControlLimitStateData method) (postprocess.limit_state_data.NormalStressesRCLimitStateData method) (postprocess.limit_state_data.NormalStressesSteelLimitStateData method) (postprocess.limit_state_data.ShearResistanceRCLimitStateData method) (postprocess.limit_state_data.ShearResistanceSteelLimitStateData method) (postprocess.limit_state_data.SLS_LimitStateData method) (postprocess.limit_state_data.TorsionResistanceRCLimitStateData method) (postprocess.limit_state_data.ULS_LimitStateData method) (postprocess.limit_state_data.VonMisesStressLimitStateData method) (postprocess.phantom_model.PhantomModel method) (postprocess.RC_material_distribution.RCMaterialDistribution method) (rough_calculations.masonry_vault.archGeometry method) check_x() (geom_utils.longitudinal_profile.extrap1d method) checkAbscissa() (rough_calculations.masonry_vault.archGeometry method) checkBiaxialBendingForElement() (materials.awc_nds.AWCNDS_materials.WoodSection method) (materials.sections.structural_steel.SteelShape method) checkDuctility() (materials.astm_aisc.ASTM_materials.AnchorBolt method) checkElements() (materials.ec2.EC2_limit_state_checking.Ec2InPlaneStressLimitStateData method) (postprocess.limit_state_data.VonMisesStressLimitStateData method) checkFlangeStrutAngleLimits() (in module materials.ec2.EC2_limit_state_checking) checkFloatingNodes() (model.predefined_spaces.PredefinedSpace method) checkInternalForces() (materials.ec2.EC2_limit_state_checking.ShearController method) (materials.ehe.EHE_limit_state_checking.ShearController method) checkNDivs() (xc.MapBodies method) checkNodalReactions() (xc.Domain method) (xc.Mesh method) checkSection() (materials.ec2.EC2_limit_state_checking.ShearController method) (materials.ehe.EHE_limit_state_checking.ShearController method) checkSetToDisp() (postprocess.xcVtk.FE_model.quick_graphics.LoadCaseResults method) checkShearStressJoints() (materials.ehe.EHE_limit_state_checking.LongShearJoints method) checkSolverAdequacy() (materials.limit_state_checking_base.LimitStateControllerBase method) checkThinWalledSection() (materials.sections.section_properties.RectangularHollowSection method) checkUniaxialBendingForElement() (materials.awc_nds.AWCNDS_materials.WoodSection method) (materials.sections.structural_steel.SteelShape method) checkWebStrutAngleLimits() (in module materials.ec2.EC2_limit_state_checking) checkWeldDimensions() (materials.astm_aisc.ASTM_materials.FilletWeld method) checkYShearForElement() (materials.awc_nds.AWCNDS_materials.WoodSection method) (materials.sections.structural_steel.SteelShape method) checkZShearForElement() (materials.awc_nds.AWCNDS_materials.WoodSection method) (materials.sections.structural_steel.SteelShape method) CHShape (class in materials.sections.structural_steel) CHSShape (class in materials.ec3.EC3_materials) (class in materials.sections.structural_shapes.arcelor_metric_shapes) CHSSShape (class in materials.astm_aisc.ASTM_materials) (class in materials.sections.structural_shapes.aisc_metric_shapes) Circle2d (class in geom) CircReinfLayer (class in xc) CircularSection (class in materials.sections.section_properties) classifyBlockTopologyObjects() (model.predefined_spaces.PredefinedSpace method) cleandirs() (postprocess.config.default_config.EnvConfig method) cleanWorkingDirectory() (postprocess.config.default_config.ProjectDirTree method) clear() (geom.FunctionGraph1D method) (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (postprocess.xcVtk.diagrams.control_var_diagram.ControlVarDiagram method) (solution.predefined_solutions.SolutionProcedure method) (xc.dq_line_ptrs method) (xc.dq_ptrs_constraint method) (xc.dq_ptrs_element method) (xc.dq_ptrs_node method) (xc.dq_ptrs_pnt method) (xc.dq_ptrs_surfaces method) (xc.FiberSectionBase method) (xc.FiberSectionRepr method) (xc.list_ptr_reinf_layer method) (xc.LoadCombinationGroup method) (xc.Set method) (xc.SetMeshComp method) clearAll() (model.predefined_spaces.PredefinedSpace method) (xc.NodeLocker method) clearCombinationsFromLoadHandler() (model.predefined_spaces.PredefinedSpace method) clearConcreteRegions() (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) clearDiagD() (materials.concrete_base.Concrete method) (materials.concrete_base.ReinforcingSteel method) clearDiagE() (materials.concrete_base.Concrete method) (materials.concrete_base.ReinforcingSteel method) clearDiagK() (materials.concrete_base.Concrete method) (materials.concrete_base.ReinforcingSteel method) clearDiagrams() (materials.concrete_base.Concrete method) (materials.concrete_base.ReinforcingSteel method) (materials.sections.fiber_section.def_simple_RC_section.RCFiberSectionParameters method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) clearDiagTD() (materials.concrete_base.Concrete method) clearEigendata() (xc.Domain method) clearEigenvalues() (xc.Domain method) clearEigenvectors() (xc.Domain method) (xc.Mesh method) clearFEProblem() (rough_calculations.ng_retaining_wall.RetainingWall method) clearFiberSection() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) clearLayers() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) clearLoads() (xc.LoadPattern method) clearMaterials() (xc.ZeroLength method) clearRCSection() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) clearRCsections() (materials.sections.RC_sections_container.SectionContainer method) (postprocess.RC_material_distribution.RCMaterialDistribution method) clearSectionGeometry() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) clearShearResponse() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) clip() (geom.HalfPlane2d method) (geom.Polygon3d method) clockwise() (geom.ListPos3d method) (geom.Polygon3d method) clone() (rough_calculations.ng_retaining_wall.InternalForces method) close() (postprocess.reports.graph_material.MPLGraphic method) ClosedTriangleMesh (class in xc) closeWindow() (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method) clsid (import_export.sciaXML.xml_basics.scxml_properties_container.SCXMLPropertiesContainer attribute) CMUWallCellReinforcement (class in materials.tm5_809_3.tm5_809_3_materials) CMUWallFabric (class in materials.tm5_809_3.tm5_809_3_materials) coefEscuadra() (in module materials.eae.EAE_limit_state_checking) CoefExp() (in module actions.wind.CTE_wind) cohesion (rough_calculations.masonry_vault.FillingCharacteristics attribute) (xc.PressureMultiYieldBase property) Collocation (class in xc) CollocationHybridSimulation (class in xc) ColoredDiagram (class in postprocess.xcVtk.diagrams.colored_diagram) ColumnMainReinforcement (class in materials.sections.fiber_section.def_column_RC_section) columnNorm() (xc.Matrix method) ColumnReinforcementRatios (class in materials.ehe.EHE_limit_state_checking) columnSum() (xc.Matrix method) CombContainer (class in actions.combinations) CombinationRecord (class in actions.combinations) comment() (in module geom_utils.acad_script_utils) commit() (model.predefined_spaces.PredefinedSpace method) (xc.Domain method) commitState() (xc.CrdTransf method) (xc.Fiber method) committedTime (xc.Domain property) common_prefix() (in module materials.sections.structural_shapes.arcelor_metric_shapes) compileCode() (in module postprocess.config.default_config) (postprocess.config.default_config.EnvConfig method) ComponentSupportRecord (class in import_export.basic_entities) CompoundSection (class in materials.sections.section_properties) compressionEdgeSupport (materials.awc_nds.AWCNDS_materials.MemberRestraint attribute) compressionSlendernessCheck() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) compressiveBendingOK() (materials.concrete_base.ReinforcedConcreteLimitStrains method) compute_element_rc_sections() (in module materials.sections.fiber_section.def_simple_RC_section) compute_element_reinforcement() (in module materials.sections.fiber_section.def_simple_RC_section) compute_punching_shear_beta() (in module materials.ec2.EC2_limit_state_checking) computeCovers() (xc.FiberSectionBase method) computeCurvature() (rough_calculations.ng_beam.Beam method) computeDeflection() (rough_calculations.ng_simple_beam.SimpleBeam method) computeDeflectionValues() (rough_calculations.ng_simple_beam.SimpleBeam method) computeDiagramValues() (postprocess.xcVtk.diagrams.control_var_diagram.ControlVarDiagram method) (postprocess.xcVtk.diagrams.element_property_diagram.ElementPropertyDiagram method) (postprocess.xcVtk.diagrams.node_property_diagram.NodePropertyDiagram method) computeEffectiveHollowSectionParameters() (in module materials.ehe.EHE_limit_state_checking) computeEffectiveHollowSectionParametersRCSection() (in module materials.ehe.EHE_limit_state_checking) computeExhaustedSections() (postprocess.phantom_model.PhantomModel method) computeFibersEffectiveConcreteArea() (xc.FiberSectionBase method) computeIncDeflection() (rough_calculations.ng_beam.Beam method) computeIncDeflectionValues() (rough_calculations.ng_beam.Beam method) computeIncTheta() (rough_calculations.ng_beam.Beam method) computeIncThetaValues() (rough_calculations.ng_beam.Beam method) computeJointPositions() (model.geometry.truss_generators.FanTruss method) (model.geometry.truss_generators.WarrenTruss method) ComputePivots (class in xc) computeRebarPositions() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) computeSpacement() (xc.FiberSectionBase method) computeThetaValues() (rough_calculations.ng_beam.Beam method) computeValuesAtNodes() (model.predefined_spaces.PredefinedSpace method) computeWk() (materials.ec2.EC2_limit_state_checking.CrackController method) (materials.ehe.EHE_limit_state_checking.CrackControl method) computeWkOnBars() (materials.ehe.EHE_limit_state_checking.CrackControl method) conciliaNDivs() (model.predefined_spaces.PredefinedSpace method) (xc.lstPnts method) (xc.MapBodies method) (xc.Set method) Concrete (class in materials.concrete_base) Concrete01 (class in xc) Concrete02 (class in xc) Concrete04 (class in xc) concrete_resisted_punching_load() (in module rough_calculations.ng_punching_shear) ConcreteBase (class in xc) ConcreteCorbel (class in materials.ehe.EHE_limit_state_checking) concreteDesignDiagramTest() (in module materials.concrete_base) concreteDesignTangentTest() (in module materials.concrete_base) ConcreteReport (class in postprocess.reports.report_material) ConcreteSIA262 (class in materials.sia262.SIA262_materials) ConcreteSIAProperties (class in import_export.sciaXML.material_properties) ConcreteSlab (class in rough_calculations.ng_concrete_slab) concrFibers (materials.sections.fiber_section.fiber_sets.RCSets attribute)

concrOfName (in module materials.ehe.EHE_materials) connectedBodies (xc.Face property) connectedEdges (xc.Pnt property) connectedEdgesTags (xc.Pnt property) ConnectedMaterial (class in xc) ConnectedMember (class in materials.astm_aisc.ASTM_materials) connectedSurfaces (xc.Face property) (xc.Pnt property) constant (xc.LoadPattern property) (xc.SFreedom_Constraint property) ConstantSeries (class in xc) constantStrain() (xc.DeformationPlane method) Constraint (class in xc) ConstraintHandler (class in xc) constraintHandlerSetup() (solution.predefined_solutions.SolutionProcedure method) constraints (xc.SetMeshComp property) ConstraintsForLineExtremeNodes() (in module model.predefined_spaces) ConstraintsForLineInteriorNodes() (in module model.predefined_spaces) ConstrContainer (class in xc) ContinuaReprComponent (class in xc) controlBiaxialBendingEfficiency() (in module materials.ec3.EC3_limit_state_checking) controlMovModulusUV() (in module postprocess.callback_controls) controlMovModulusUVW() (in module postprocess.callback_controls) controlMovs() (in module postprocess.callback_controls) controlMovU() (in module postprocess.callback_controls) controlMovUV() (in module postprocess.callback_controls) controlMovUVW() (in module postprocess.callback_controls) controlMovV() (in module postprocess.callback_controls) controlMovW() (in module postprocess.callback_controls) controlULSCriterion() (in module materials.ec3.EC3_limit_state_checking) controlULSCriterion2D() (in module materials.ec3.EC3_limit_state_checking) ControlVarDiagram (class in postprocess.xcVtk.diagrams.control_var_diagram) ControlVars (materials.aci.ACI_limit_state_checking.ShearController attribute) (materials.ec2.EC2_limit_state_checking.CrackController attribute) (materials.ec2.EC2_limit_state_checking.CrackStraightController attribute) (materials.ec2.EC2_limit_state_checking.Ec2InPlaneStressController attribute) (materials.ec2.EC2_limit_state_checking.ShearController attribute) (materials.ec3.EC3_limit_state_checking.BiaxialBendingNormalStressController attribute) (materials.ec3.EC3_limit_state_checking.ShearController attribute) (materials.ehe.EHE_limit_state_checking.BiaxialBucklingController attribute) (materials.ehe.EHE_limit_state_checking.CrackController attribute) (materials.ehe.EHE_limit_state_checking.CrackStraightController attribute) (materials.ehe.EHE_limit_state_checking.ShearController attribute) (materials.ehe.EHE_limit_state_checking.UniaxialBucklingController attribute) (materials.limit_state_checking_base.BiaxialBendingNormalStressControllerBase attribute) (materials.limit_state_checking_base.ShearControllerBase attribute) (materials.limit_state_checking_base.UniaxialBendingNormalStressControllerBase attribute) (materials.sia262.SIA262_limit_state_checking.CrackControlSIA262 attribute) (materials.sia262.SIA262_limit_state_checking.CrackControlSIA262PlanB attribute) (materials.sia262.SIA262_limit_state_checking.FatigueController attribute) (materials.sia262.SIA262_limit_state_checking.ShearController attribute) ControlVarsBase (class in postprocess.control_vars) controlYShearEfficiency() (in module materials.ec3.EC3_limit_state_checking) controTensRecElastico2d() (in module postprocess.callback_controls) controTensRecElastico3d() (in module postprocess.callback_controls) ConvergenceTest (class in xc) ConvergenceTestNorm (class in xc) ConvergenceTestTol (class in xc) convert_inches() (in module misc_utils.units_utils) convert_to_eps() (in module postprocess.utils_display) convertCellType() (import_export.neutral_mesh_description.XCImportExportData method) convertToCelsius() (in module materials.awc_nds.AWCNDS_materials) convertToFahrenheit() (in module materials.awc_nds.AWCNDS_materials) coo2D() (in module geom_utils.acad_script_utils) coo3D() (in module geom_utils.acad_script_utils) CooSys (class in geom) CooSysRect1d2d (class in geom) CooSysRect1d3d (class in geom) CooSysRect2d2d (class in geom) CooSysRect2d3d (class in geom) CooSysRect3d3d (class in geom) CooSysXd2d (class in geom) CooSysXd3d (class in geom) copy_rebar_family() (in module materials.sia262.SIA262_limit_state_checking) copyElementalLoads() (model.predefined_spaces.PredefinedSpace method) copyFrom() (import_export.block_topology_entities.BlockProperties static method) copyLoads() (xc.LoadPattern method) copyMaterialFrom() (xc.ElemWithMaterial4N_Mech2D method) (xc.ElemWithMaterial4N_SFD method) (xc.PhysicalProperties_NDMat method) copyNodalLoads() (model.predefined_spaces.PredefinedSpace method) Corbel (class in materials.aci.ACI_limit_state_checking) CorotCrdTransf2d (class in xc) CorotCrdTransf3d (class in xc) CorotTruss (class in xc) CorotTrussBase (class in xc) CorotTrussSection (class in xc) Cosseratstraintensor (class in xc) Cosseratstresstensor (class in xc) CoulombSoil (class in geotechnics.earth_pressure) counter (import_export.sciaXML.scia_loads.element_load_container.ElementLoadComponent attribute) (import_export.sciaXML.scia_loads.node_load_container.NodeLoadComponent attribute) (import_export.sciaXML.scia_loads.point_force_free_container.PointForceFreeComponent attribute) (import_export.sciaXML.scia_loads.surface_pressure_free_container.SurfacePressureFreeComponent attribute) counterclockwise() (geom.ListPos3d method) (geom.Polygon3d method) Cp() (actions.wind.base_wind.cylindrWind method) Cp1_theta() (actions.wind.base_wind.cylindrWind method) cpDosAguasZonaFVLong() (in module actions.wind.CTE_wind) cpDosAguasZonaFVLongAGrande (in module actions.wind.CTE_wind) cpDosAguasZonaFVLongAPeq (in module actions.wind.CTE_wind) cpDosAguasZonaFVTrsv() (in module actions.wind.CTE_wind) cpDosAguasZonaFVTrsvAGrande (in module actions.wind.CTE_wind) cpDosAguasZonaGVLong() (in module actions.wind.CTE_wind) cpDosAguasZonaGVLongAGrande (in module actions.wind.CTE_wind) cpDosAguasZonaGVLongAPeq (in module actions.wind.CTE_wind) cpDosAguasZonaGVTrsv() (in module actions.wind.CTE_wind) cpDosAguasZonaGVTrsvAGrande (in module actions.wind.CTE_wind) cpDosAguasZonaGVTrsvAPeq (in module actions.wind.CTE_wind) cpDosAguasZonaHVLong() (in module actions.wind.CTE_wind) cpDosAguasZonaHVLongAGrande (in module actions.wind.CTE_wind) cpDosAguasZonaHVLongAPeq (in module actions.wind.CTE_wind) cpDosAguasZonaHVTrsv() (in module actions.wind.CTE_wind) cpDosAguasZonaHVTrsvAGrande (in module actions.wind.CTE_wind) cpDosAguasZonaHVTrsvAPeq (in module actions.wind.CTE_wind) cpDosAguasZonaIVLong() (in module actions.wind.CTE_wind) cpDosAguasZonaIVLongAGrande (in module actions.wind.CTE_wind) cpDosAguasZonaIVLongAPeq (in module actions.wind.CTE_wind) cpDosAguasZonaIVTrsv() (in module actions.wind.CTE_wind) cpDosAguasZonaIVTrsvAGrande (in module actions.wind.CTE_wind) cpDosAguasZonaIVTrsvAPeq (in module actions.wind.CTE_wind) cpDosAguasZonaJVTrsv() (in module actions.wind.CTE_wind) cpDosAguasZonaJVTrsvAGrande (in module actions.wind.CTE_wind) cpDosAguasZonaJVTrsvAPeq (in module actions.wind.CTE_wind) cpMarq1AguaAbajoZonaA (in module actions.wind.CTE_wind) cpMarq1AguaArribaZonaA() (in module actions.wind.CTE_wind) cpMarq1AguaArribaZonaAFi0 (in module actions.wind.CTE_wind) cpMarq1AguaArribaZonaAFi1 (in module actions.wind.CTE_wind) cpParamVertZonaAVTrsv() (in module actions.wind.CTE_wind) cpParamVertZonaAVTrsvAEQ2 (in module actions.wind.CTE_wind) cpParamVertZonaAVTrsvAEQ5 (in module actions.wind.CTE_wind) cpParamVertZonaAVTrsvAGE10 (in module actions.wind.CTE_wind) cpParamVertZonaAVTrsvALE1 (in module actions.wind.CTE_wind) cpParamVertZonaBVTrsv() (in module actions.wind.CTE_wind) cpParamVertZonaBVTrsvAEQ2 (in module actions.wind.CTE_wind) cpParamVertZonaBVTrsvAEQ5 (in module actions.wind.CTE_wind) cpParamVertZonaBVTrsvAGE10 (in module actions.wind.CTE_wind) cpParamVertZonaBVTrsvALE1 (in module actions.wind.CTE_wind) cpParamVertZonaCVTrsv() (in module actions.wind.CTE_wind) cpParamVertZonaCVTrsvAEQ2 (in module actions.wind.CTE_wind) cpParamVertZonaCVTrsvAEQ5 (in module actions.wind.CTE_wind) cpParamVertZonaCVTrsvAGE10 (in module actions.wind.CTE_wind) cpParamVertZonaCVTrsvALE1 (in module actions.wind.CTE_wind) cpParamVertZonaDVTrsv() (in module actions.wind.CTE_wind) cpParamVertZonaDVTrsvAEQ2 (in module actions.wind.CTE_wind) cpParamVertZonaDVTrsvAEQ5 (in module actions.wind.CTE_wind) cpParamVertZonaDVTrsvAGE10 (in module actions.wind.CTE_wind) cpParamVertZonaDVTrsvALE1 (in module actions.wind.CTE_wind) cpParamVertZonaEVTrsv() (in module actions.wind.CTE_wind) cpParamVertZonaEVTrsvAEQ2 (in module actions.wind.CTE_wind) cpParamVertZonaEVTrsvAEQ5 (in module actions.wind.CTE_wind) cpParamVertZonaEVTrsvAGE10 (in module actions.wind.CTE_wind) cpParamVertZonaEVTrsvALE1 (in module actions.wind.CTE_wind) cpPlanaZonaFVLong() (in module actions.wind.CTE_wind) cpPlanaZonaFVTrsv() (in module actions.wind.CTE_wind) cpPlanaZonaFVTrsvAGrande (in module actions.wind.CTE_wind) cpPlanaZonaFVTrsvAPeq (in module actions.wind.CTE_wind) cpPlanaZonaGVLong() (in module actions.wind.CTE_wind) cpPlanaZonaGVTrsv() (in module actions.wind.CTE_wind) cpPlanaZonaGVTrsvAGrande (in module actions.wind.CTE_wind) cpPlanaZonaGVTrsvAPeq (in module actions.wind.CTE_wind) cpPlanaZonaHVLong() (in module actions.wind.CTE_wind) cpPlanaZonaHVTrsv() (in module actions.wind.CTE_wind) cpPlanaZonaHVTrsvAGrande (in module actions.wind.CTE_wind) cpPlanaZonaHVTrsvAPeq (in module actions.wind.CTE_wind) cpPlanaZonaIVLong() (in module actions.wind.CTE_wind) cpPlanaZonaIVTrsv() (in module actions.wind.CTE_wind) cpPlanaZonaIVTrsvAGrande (in module actions.wind.CTE_wind) cpPlanaZonaIVTrsvAPeq (in module actions.wind.CTE_wind) cR1 (xc.Steel02 property) cR2 (xc.Steel02 property) CrackControl (class in materials.ehe.EHE_limit_state_checking) CrackControlBaseParameters (class in materials.limit_state_checking_base) CrackControlBaseVars (class in postprocess.control_vars) CrackController (class in materials.ec2.EC2_limit_state_checking) (class in materials.ehe.EHE_limit_state_checking) CrackControlLimitStateData (class in materials.ec2.EC2_limit_state_checking) (class in materials.ehe.EHE_limit_state_checking) (class in materials.sia262.SIA262_limit_state_checking) CrackControlRCLimitStateData (class in postprocess.limit_state_data) CrackControlSIA262 (class in materials.sia262.SIA262_limit_state_checking) CrackControlSIA262PlanB (class in materials.sia262.SIA262_limit_state_checking) CrackControlVars (class in postprocess.control_vars) CrackStraightController (class in materials.ec2.EC2_limit_state_checking) (class in materials.ehe.EHE_limit_state_checking) CrdTransf (class in xc) CrdTransf2d (class in xc) CrdTransf3d (class in xc) creaColorScaleBar() (postprocess.xcVtk.fields.vtk_lut_field.LUTField method) creaSingleSection() (postprocess.element_section_map.ElementSections method) create() (actions.load_cases.LoadCase method) (xc.FiberSets method) create_attribute_at_nodes() (in module postprocess.extrapolate_elem_attr) create_set_lines_from_pairs_points() (in module model.geometry.geom_utils) createBackfillPressures() (rough_calculations.ng_retaining_wall.RetainingWall method) createBeam2Pnts() (in module model.mesh.finit_el_model) createChangedSignDiagramInterval() (postprocess.xcVtk.diagrams.colored_diagram.ColoredDiagram method) createChordsGeometry() (model.geometry.truss_generators.TrussBase method) createCombination() (actions.combinations.CombinationRecord method) createConcreteSectionDistribution() (rough_calculations.ng_retaining_wall.RetainingWall method) createConstantSignDiagramInterval() (postprocess.xcVtk.diagrams.colored_diagram.ColoredDiagram method) createCoordTransformation() (model.geometry.truss_generators.TrussBase method) createDeadLoad() (rough_calculations.ng_retaining_wall.RetainingWall method) createDiagonalsGeometry() (model.geometry.truss_generators.FanTruss method) (model.geometry.truss_generators.WarrenTruss method) createDiagramActor() (postprocess.xcVtk.diagrams.colored_diagram.ColoredDiagram method) createDiagramDataStructure() (postprocess.xcVtk.diagrams.colored_diagram.ColoredDiagram method) createDiagramInterval() (postprocess.xcVtk.diagrams.colored_diagram.ColoredDiagram method) createEarthPressureLoadOnHeelEnd() (rough_calculations.ng_retaining_wall.RetainingWall method) createEarthPressureLoadOnStem() (rough_calculations.ng_retaining_wall.RetainingWall method) createEarthPressureLoadOnToeEnd() (rough_calculations.ng_retaining_wall.RetainingWall method) createElasticBeams() (model.predefined_spaces.StructuralMechanics method) createElements() (postprocess.phantom_model.PhantomModel method) createFEProblem() (rough_calculations.ng_retaining_wall.RetainingWall method) createFrontFillPressures() (rough_calculations.ng_retaining_wall.RetainingWall method) createGeometry() (model.geometry.truss_generators.TrussBase method) createInertiaLoads() (xc.DqPtrsElem method) (xc.DqPtrsNode method) (xc.SetMeshComp method) createInteractionDiagram() (in module materials.concrete_base) createKeyPoints() (model.geometry.truss_generators.TrussBase method) createLinearElasticFEModel() (rough_calculations.ng_retaining_wall.RetainingWall method) createLoadOnTopOfStem() (rough_calculations.ng_retaining_wall.RetainingWall method) createLoads() (postprocess.phantom_model.PhantomModel method) createLoadsOnSections() (in module misc.loads_sections) createLookUpTable() (postprocess.xcVtk.fields.vtk_lut_field.LUTField method) createMaterials() (model.boundary_cond.spring_bound_cond.ElasticFoundation method) createMaterials2D() (model.boundary_cond.spring_bound_cond.ElasticFoundation method) createMaterials3D() (model.boundary_cond.spring_bound_cond.ElasticFoundation method) creaTendonElements() (materials.prestressing.prestressed_concrete.PrestressTendon method) createOutputFiles() (postprocess.limit_state_data.LimitStateData method) createPhantomElement() (postprocess.phantom_model.PhantomModel method) createPostsGeometry() (model.geometry.truss_generators.FanTruss method) (model.geometry.truss_generators.WarrenTruss method) createPotElement() (materials.bridge_bearings.PotBearing method) createPressuresFromLoadOnBackfill() (rough_calculations.ng_retaining_wall.RetainingWall method) createRCFiberSets() (in module materials.sections.fiber_section.fiber_sets) createRCsections() (materials.sections.RC_sections_container.SectionContainer method) createSections() (postprocess.element_section_map.ElementSections method) (postprocess.element_section_map.RawShellSections method) (postprocess.element_section_map.RCMemberSection method) (postprocess.element_section_map.RCSlabBeamSection method) createSelfWeightLoad() (model.predefined_spaces.PredefinedSpace method) createSelfWeightLoads() (model.geometry.truss_generators.TrussBase method) (rough_calculations.ng_retaining_wall.RetainingWall method) createSets() (model.geometry.truss_generators.TrussBase method) createSpringMaterials() (model.boundary_cond.spring_bound_cond.SpringBC method) createSurfaces() (model.geometry.net_utils.Net2DHelper method) createSurfacesNet2D() (in module model.geometry.net_utils) createTree() (postprocess.config.default_config.ProjectDirTree method) createTrusses() (model.predefined_spaces.StructuralMechanics method) createVerticalLoadOnHeel() (rough_calculations.ng_retaining_wall.RetainingWall method) creaVertColorScaleBar() (postprocess.xcVtk.fields.vtk_lut_field.LUTField method) CreepParameters (class in materials.concrete_base) CrIAPF() (in module actions.wind.IAPF_wind) cross() (geom.Vector3d method) CrossSectionInternalForces (class in materials.sections.internal_forces) (class in postprocess.limit_state_data) CrossSectionKR (class in xc) CrossSectionProperties2d (class in xc) CrossSectionProperties3d (class in xc) CShape (class in materials.astm_aisc.ASTM_materials) (class in materials.sections.structural_shapes.aisc_metric_shapes) CTestEnergyIncr (class in xc) CTestFixedNumIter (class in xc) CTestNormDispIncr (class in xc) CTestNormUnbalance (class in xc) CTestRelativeEnergyIncr (class in xc) CTestRelativeNormDispIncr (class in xc) CTestRelativeNormUnbalance (class in xc) CTestRelativeTotalNormDispIncr (class in xc) currentCombinationName (xc.Domain property) currentLayer() (in module geom_utils.acad_script_utils) currentLoadPattern (xc.MapLoadPatterns property) currentModelTime (xc.Integrator property) currentTime (xc.Domain property) curvature() (geom_utils.parabola.Parabola method) (rough_calculations.ng_prestressed_concrete.prestressingWire method) CustomLumberSection (class in materials.awc_nds.AWCNDS_materials) cVars (in module postprocess.displayable_results) cylindrWind (class in actions.wind.base_wind) CzIAPF() (in module actions.wind.IAPF_wind)

D

d() (materials.sections.rebar_family.DoubleRebarFamily method) (materials.sections.rebar_family.RebarFamily method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.IPNShape method) (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.UShape method) (rough_calculations.ng_rc_section.RCSection method) D2to3d (class in geom) dampingCoeff (xc.ViscousMaterial property) DampingFactorsIntegrator (class in xc) data_axis_to_pyplot() (in module materials.sections.fiber_section.plot_fiber_section) data_xcpolygon_to_pyplot() (in module materials.sections.fiber_section.plot_fiber_section) data_xcsegment_to_pyplot() (in module materials.sections.fiber_section.plot_fiber_section) DatabaseHelperSolve (class in solution.database_helper) dataLines (geom_utils.longitudinal_profile.LongProfile attribute) db (solution.database_helper.DatabaseHelperSolve attribute) DBDatastore (class in xc) deactivateElements() (model.predefined_spaces.PredefinedSpace method) DeckMaterialData (class in materials.typical_materials) decompose_polyface() (in module import_export.dxf_reader) decompose_polyline() (in module import_export.dxf_reader) def_envelope_vars() (in module postprocess.def_vars_control) def_ey_basic_material() (in module geotechnics.earth_pressure) def_reactions_envelope_vars() (in module postprocess.def_vars_control) def_rg_cooLim() (in module model.geometry.geom_utils) def_secc_aggregation2d() (in module materials.sections.def_secc_aggregation) def_secc_aggregation3d() (in module materials.sections.def_secc_aggregation) def_steel_shape_elastic_range_element_parameters() (in module postprocess.def_vars_control) def_steel_shape_elastic_range_parameters_for_set() (in module postprocess.def_vars_control) def_var_control_mov() (in module postprocess.def_vars_control) def_vars_control_mov_modulus() (in module postprocess.def_vars_control) def_vars_control_movs() (in module postprocess.def_vars_control) def_vars_control_tens_elastic_range_2d() (in module postprocess.def_vars_control) def_vars_control_tens_elastic_range_3d() (in module postprocess.def_vars_control) def_vars_envelope_internal_forces_beam_elems() (in module postprocess.def_vars_control) def_vars_envelope_internal_forces_truss_elems() (in module postprocess.def_vars_control) def_vars_generalized_stress_control() (in module postprocess.def_vars_control) def_vertical_pressure_load() (in module actions.wind.base_wind) defaultDimensions() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) defCableMaterial() (in module materials.typical_materials) defCircularLayer() (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) defCircularLayers() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) defCompressionOnlyMaterial() (in module materials.typical_materials) defConcrete01() (in module materials.typical_materials) defConcrete02() (in module materials.typical_materials) defConcreteRegion() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) defContactMaterial2D() (in module materials.typical_materials) defContactMaterial3D() (in module materials.typical_materials) defDiag() (materials.concrete_base.Concrete method) (materials.concrete_base.ReinforcingSteel method) defDiagD() (materials.concrete_base.Concrete method) (materials.concrete_base.PrestressingSteel method) (materials.concrete_base.ReinforcingSteel method) defDiagDConcrete() (in module materials.concrete_base) defDiagE() (materials.concrete_base.Concrete method) (materials.concrete_base.ReinforcingSteel method) defDiagK() (materials.concrete_base.Concrete method) (materials.concrete_base.PrestressingSteel method) (materials.concrete_base.ReinforcingSteel method) defDiagKConcrete() (in module materials.concrete_base) defDiagrams() (materials.sections.fiber_section.def_simple_RC_section.RCFiberSectionParameters method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) defDiagTD() (materials.concrete_base.Concrete method) defDruckerPrager3d() (in module materials.typical_materials) defDruckerPragerPlaneStrain() (in module materials.typical_materials) defElasticIsotropic3d() (in module materials.typical_materials) (materials.typical_materials.BasicElasticMaterial method) defElasticIsotropicPlaneStrain() (in module materials.typical_materials) (materials.concrete_base.Concrete method) defElasticIsotropicPlaneStress() (in module materials.typical_materials) (materials.concrete_base.Concrete method) defElasticMaterial() (in module materials.typical_materials) (materials.concrete_base.Concrete method) (materials.concrete_base.ReinforcingSteel method) (materials.typical_materials.BasicElasticMaterial method) defElasticMembranePlateSection() (in module materials.typical_materials) (materials.concrete_base.Concrete method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularSection method) (materials.typical_materials.BasicElasticMaterial method) defElasticNoCompressionMaterial() (materials.concrete_base.ReinforcingSteel method) defElasticNoTensMaterial() (materials.concrete_base.Concrete method) defElasticPlateSection() (in module materials.typical_materials) (materials.concrete_base.Concrete method) defElasticPPMaterial() (in module materials.typical_materials) (materials.typical_materials.ElasticPerfectlyPlasticMaterial method) defElasticSection1d() (in module materials.typical_materials) (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_steel.SteelShape method) defElasticSection2d() (in module materials.typical_materials) (materials.concrete_base.Concrete method) (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_steel.SteelShape method) defElasticSection3d() (in module materials.typical_materials) (materials.concrete_base.Concrete method) (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_steel.SteelShape method) defElasticSectionFromMechProp1d() (in module materials.typical_materials) defElasticSectionFromMechProp2d() (in module materials.typical_materials) defElasticSectionFromMechProp3d() (in module materials.typical_materials) defElasticShearSection2d() (in module materials.typical_materials) (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.AWCNDS_materials.HeaderSection method) (materials.awc_nds.AWCNDS_materials.OSBPanelSection method) (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.concrete_base.Concrete method) (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_steel.SteelShape method) (materials.typical_materials.BeamMaterialData method) defElasticShearSection3d() (in module materials.typical_materials) (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.AWCNDS_materials.HeaderSection method) (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.concrete_base.Concrete method) (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_steel.SteelShape method) (materials.typical_materials.BeamMaterialData method) defElasticShearSectionFromMechProp2d() (in module materials.typical_materials) defElasticShearSectionFromMechProp3d() (in module materials.typical_materials) defElastNoCompressionMaterial() (in module materials.typical_materials) defElastNoTensMaterial() (in module materials.typical_materials) defFiberSection() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) defFiberSection2d() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) defField() (postprocess.utils_display.FigureDefinition method) defGridPoints() (xc.QuadSurface method) defHorizontalSoilReactionMaterial() (in module materials.typical_materials) defHorizontalSubgradeReactionNlMaterial() (geotechnics.earth_pressure.SoilModel method) define_rebar_families() (in module materials.ec2.EC2_limit_state_checking) (in module materials.ehe.EHE_limit_state_checking) defineDefaultTimeSeries() (actions.load_cases.LoadCaseManager method) defineLocalAxes() (postprocess.xcVtk.CAD_model.vtk_CAD_graphic.DisplaySettingsBlockTopo method) defineMainReinforcement() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) defineMaterials() (materials.bridge_bearings.ElastomericBearing method) (materials.bridge_bearings.PTFEPotBearingMat method) defineMeshScene() (postprocess.xcVtk.CAD_model.vtk_CAD_graphic.DisplaySettingsBlockTopo method) (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) defineShearReinforcementYZ() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) defineSimpleLoadCases() (actions.load_cases.LoadCaseManager method) defineStemWireframeModel() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) defineViewParametersFromViewName() (postprocess.xcVtk.vtk_graphic_base.CameraParameters method) defineWireframeModel() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) defInitialStateAnalysisWrapper() (in module materials.typical_materials) defInitStrainMaterial() (in module materials.typical_materials) defInitStressMaterial() (in module materials.typical_materials) defInteractionDiagram() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) defInteractionDiagramNMy() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) defInteractionDiagramNMz() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) defInteractionDiagramParameters() (materials.sections.fiber_section.def_simple_RC_section.RCFiberSectionParameters method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) defInvertMaterial() (in module materials.typical_materials) defJ2PlateFibre() (in module materials.typical_materials) (materials.steel_base.BasicSteel method) defLayeredShellFiberSection() (in module materials.typical_materials) deflCantBeamMend() (in module rough_calculations.beam_deflection) deflCantBeamPconcentr() (in module rough_calculations.beam_deflection) deflCantBeamQunif() (in module rough_calculations.beam_deflection) deflSimplSupBeamMend() (in module rough_calculations.beam_deflection) deflSimplSupBeamPconcentr() (in module rough_calculations.beam_deflection) deflSimplSupBeamQunif() (in module rough_calculations.beam_deflection) defMembranePlateFiberSection() (in module materials.typical_materials) (materials.typical_materials.BasicElasticMaterial method) defMultiLinearMaterial() (in module materials.typical_materials) DeformationPlane (class in xc) deformationPlane (xc.PrismaticBarCrossSection property) defPlasticDamageConcretePlaneStress() (in module materials.typical_materials) defPlateFromPlaneStress() (in module materials.typical_materials) defPlateRebar() (in module materials.typical_materials) defPressureDependentMultiYield02Material() (in module materials.typical_materials) defPressureIndependentMultiYieldMaterial() (in module materials.typical_materials) defRCSection() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) defRCSection2d() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) defRCSections() (postprocess.element_section_map.ElementSections method) (postprocess.element_section_map.RawShellSections method) (postprocess.element_section_map.RCMemberSection method) (postprocess.element_section_map.RCSlabBeamSection method) defReinfSteelCharacteristicDiagram() (in module materials.concrete_base) defReinfSteelDesignDiagram() (in module materials.concrete_base) defSectionGeometry() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_column_RC_section.RCRectangularColumnSection method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) defSeriesMaterial() (in module materials.typical_materials) defSet() (model.predefined_spaces.PredefinedSpace method) defShearResponse() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) defShearResponse2d() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) defSteel01() (in module materials.typical_materials) defSteel02() (in module materials.typical_materials) defStraightLayer() (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) defStraightLayers() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) defTDConcrete() (in module materials.typical_materials) defTDConcreteMC10() (in module materials.typical_materials) (materials.concrete_base.Concrete method) defTDConcreteMC10NL() (in module materials.typical_materials)

defTemplate3Dep() (in module materials.typical_materials) defTensionOnlyMaterial() (in module materials.typical_materials) defViscousMaterial() (in module materials.typical_materials) defXCMaterial() (materials.awc_nds.AWCNDS_materials.HeaderSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) delta (rough_calculations.masonry_vault.trafficLoad attribute) (xc.MotionHistory property) deltaSigmaSoilLayer() (in module geotechnics.foundations.settlement_found) deltaSigmaSoilLayerLongFound() (in module geotechnics.foundations.settlement_found) deltaT (xc.PropRecorder property) density() (materials.concrete_base.Concrete method) description (xc.EntMdlr property) (xc.LoadPattern property) (xc.Set property) designPunchingLoad() (in module rough_calculations.ng_punching_shear) designSpectrum() (in module actions.quake.seismeSIA) determinantLengthSingleSpanPortalFrame() (in module actions.railway_traffic.SIA_rail_load_models), [1] detJ() (xc.FourNodeQuad method) deviator() (xc.stresstensor method) diagInteraction() (in module rough_calculations.masonry_vault) diagonal (geom.BND2d property) (geom.BND3d property) diam_threads_per_inch (materials.astm_aisc.ASTM_materials.AnchorBolt attribute) diameter (xc.ReinfBar property) diameterIncrement (materials.astm_aisc.ASTM_materials.BoltFastener attribute) DiaphragmWallRoughModel (class in rough_calculations.predim_diaphragm_wall) DimensionLumberSection (class in materials.awc_nds.AWCNDS_materials) DimensionLumberWood (class in materials.awc_nds.dimensional_lumber) Dir3d (class in geom) DirectIntegrationAnalysis (class in xc) DirectionFieldData (class in postprocess.xcVtk.fields.direction_field_data) DiscretBase (class in xc) discretization() (materials.sections.structural_steel.IShape method) DiscretizedRandomProcessSeries (class in xc) disp (xc.MotionHistory property) DispBase (class in xc) DisplacementControl (class in xc) DisplacementControlBase (class in solution.predefined_solutions) DisplacementUnits (class in postprocess.output_units) display() (postprocess.displayable_results.ResultsDescriptionContainer method) (postprocess.utils_display.PartToDisplay method) (postprocess.utils_display.PartToDisplayContainer method) (postprocess.xcVtk.fields.fields.ExtrapolatedProperty method) (postprocess.xcVtk.fields.fields.ExtrapolatedScalarField method) displayBeamResult() (postprocess.output_handler.OutputHandler method) displayBlockEntities() (postprocess.xcVtk.CAD_model.vtk_CAD_graphic.DisplaySettingsBlockTopo method) displayBlocks() (postprocess.output_handler.OutputHandler method) (postprocess.xcVtk.CAD_model.vtk_CAD_graphic.DisplaySettingsBlockTopo method) displayConstraints() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) displayDiagram() (postprocess.output_handler.OutputHandler method) displayDispRot() (postprocess.output_handler.OutputHandler method) (postprocess.reports.graphical_reports.RecordDisp method) displayEigenResult() (postprocess.output_handler.OutputHandler method) displayEigenvectors() (postprocess.output_handler.OutputHandler method) displayEigenvectorsOnSets() (postprocess.output_handler.OutputHandler method) (postprocess.reports.graphical_reports.RecordDisp method) displayElementalLoads() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) displayElementProp() (postprocess.output_handler.OutputHandler method) displayElementPunctualLoad() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) displayElementUniformLoad() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) displayElementValueDiagram() (postprocess.output_handler.OutputHandler method) displayFEMesh() (postprocess.output_handler.OutputHandler method) (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) displayField() (postprocess.output_handler.OutputHandler method) displayFieldDirs1and2() (postprocess.output_handler.OutputHandler method) displayFigures() (postprocess.utils_display.TakePhotos method) displayIntForc() (postprocess.output_handler.OutputHandler method) displayIntForcDiag() (postprocess.output_handler.OutputHandler method) (postprocess.reports.graphical_reports.RecordDisp method) displayLoadOnNode() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) displayLoadOnSets() (postprocess.reports.graphical_reports.RecordDisp method) displayLoads() (model.predefined_spaces.PredefinedSpace method) (postprocess.output_handler.OutputHandler method) (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) displayLoadVectors() (postprocess.output_handler.OutputHandler method) displayLocalAxes() (postprocess.output_handler.OutputHandler method) (postprocess.xcVtk.CAD_model.vtk_CAD_graphic.DisplaySettingsBlockTopo method) (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) displayMaxPressures() (model.boundary_cond.spring_bound_cond.ElasticFoundation method) displayMesh() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) displayNodalLoads() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) displayNodeValueDiagram() (postprocess.output_handler.OutputHandler method) displayPressures() (model.boundary_cond.spring_bound_cond.ElasticFoundation method) displayPropertyComponentAtNodes() (postprocess.output_handler.OutputHandler method) displayReactions() (model.predefined_spaces.PredefinedSpace method) (postprocess.output_handler.OutputHandler method) displayReactionsOnSets() (postprocess.output_handler.OutputHandler method) (postprocess.reports.graphical_reports.RecordDisp method) displayScalarPropertyAtNodes() (postprocess.output_handler.OutputHandler method) displayScene() (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method) DisplaySettings (class in postprocess.xcVtk.vtk_graphic_base) DisplaySettingsBlockTopo (class in postprocess.xcVtk.CAD_model.vtk_CAD_graphic) DisplaySettingsFE (class in postprocess.xcVtk.FE_model.vtk_FE_graphic) displayState() (postprocess.output_handler.OutputHandler method) displayStrains() (postprocess.output_handler.OutputHandler method) displayStresses() (postprocess.output_handler.OutputHandler method) displayStrongWeakAxis() (postprocess.output_handler.OutputHandler method) (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) displayVonMisesStresses() (postprocess.output_handler.OutputHandler method) dispLoadCaseBeamEl() (postprocess.reports.graphical_reports.RecordDisp method) dist() (geom.Polygon3d method) (geom.Pos2d method) (geom.Pos3d method) (geom.Ray3d method) (geom.Surface3d method) (in module geom_utils.surveying_data) (xc.EntMdlr method) dist2() (geom.Pos2d method) (geom.Pos3d method) (geom.Ray3d method) (geom.Surface3d method) (xc.EntMdlr method) dist2XYZ() (in module geom_utils.surveying_data) distance_2points() (in module model.model_inquiry) distributeLoadOnNodes() (model.predefined_spaces.StructuralMechanics3D method) distrParam() (actions.loads.PointLoadOverShellElems method) distXYToPline() (in module geom_utils.surveying_data) divide() (xc.LoadCombination method) dLambda1 (xc.LoadControl property) dof (xc.DisplacementControl property) (xc.UniformExcitation property) DOFNumberer (class in xc) Domain (class in xc) domainChanged() (xc.Integrator method) DomainComponent (class in xc) DomainDecompAlgo (class in xc) DomainRecorderBase (class in xc) domainStamp (xc.EigenAnalysis property) dot() (geom.Vector2d method) (geom.Vector3d method) (xc.Vector method) DoubleRebarFamily (class in materials.sections.rebar_family) DouglasFirLarchWood (class in materials.awc_nds.dimensional_lumber) DowelFastener (class in materials.awc_nds.dowel_type_fasteners) downwards() (geom.Ray3d method) dq_line_ptrs (class in xc) dq_polyline3D (class in geom) dq_pos2d (class in geom) dq_pos3d (class in geom) dq_ptrs_constraint (class in xc) dq_ptrs_element (class in xc) dq_ptrs_node (class in xc) dq_ptrs_pnt (class in xc) dq_ptrs_surfaces (class in xc) DqGroundMotions (class in xc) DqPtrsConstraint (class in xc) DqPtrsElem (class in xc) DqPtrsNode (class in xc) DqUniaxialMaterial (class in xc) DrainBilinearMaterial (class in xc) DrainClough1Material (class in xc) DrainClough2Material (class in xc) DrainPinch1Material (class in xc) draw() (geom_utils.aux_cairo_plot.ArrowCircle method) (geom_utils.aux_cairo_plot.ArrowDiamond method) (geom_utils.aux_cairo_plot.ArrowOpen method) (geom_utils.aux_cairo_plot.ArrowSolid method) (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.SectionProperties method) (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) drawSchema() (rough_calculations.ng_retaining_wall.FootingReinforcement method) (rough_calculations.ng_retaining_wall.RetainingWall method) (rough_calculations.ng_retaining_wall.StemReinforcement method) dU1 (xc.DisplacementControl property) dump() (postprocess.RC_material_distribution.RCMaterialDistribution method) dumpCombinations() (actions.combinations.CombContainer method) (actions.combinations.SituationCombs method) (actions.combinations.SituationsSet method) (model.predefined_spaces.PredefinedSpace method) (postprocess.limit_state_data.LimitStateData method) dumpElementalLoads() (postprocess.xcVtk.diagrams.linear_load_diagram.LinearLoadDiagram method) (postprocess.xcVtk.fields.load_vector_field.LoadVectorField method) dumpElementalPositions() (postprocess.xcVtk.fields.load_vector_field.LoadVectorField method) dumpLoadPattern() (import_export.sciaXML.scia_loads.load_container.LoadContainerBase method) dumpMeshes() (in module import_export.neutral_mesh_description) dumpNodalLoads() (postprocess.xcVtk.fields.load_vector_field.LoadVectorField method) dumpNodalPositions() (postprocess.xcVtk.fields.load_vector_field.LoadVectorField method) dumpPair() (postprocess.xcVtk.fields.local_axes_vector_field.LocalAxesVectorField method) (postprocess.xcVtk.fields.local_axes_vector_field.StrongWeakAxisVectorField method) dumpPointLoads() (import_export.sciaXML.scia_loads.load_container.FreeLoadContainer method) (import_export.sciaXML.scia_loads.load_container.LoadContainer method) dumpSurfaceLoads() (import_export.sciaXML.scia_loads.load_container.FreeLoadContainer method) (import_export.sciaXML.scia_loads.load_container.LoadContainer method) dumpToXC() (import_export.block_topology_entities.BlockData method) (import_export.block_topology_entities.BlockDict method) (import_export.block_topology_entities.BlockProperties method) (import_export.block_topology_entities.BlockRecord method) (import_export.block_topology_entities.PointDict method) (import_export.block_topology_entities.PointRecord method) (import_export.mesh_entities.CellDict method) (import_export.mesh_entities.CellRecord method) (import_export.mesh_entities.MeshData method) (import_export.mesh_entities.NodeDict method) (import_export.mesh_entities.NodeRecord method) (import_export.neutral_mesh_description.XCImportExportData method) dumpVectors() (postprocess.xcVtk.fields.load_vector_field.LoadVectorField method) (postprocess.xcVtk.fields.local_axes_vector_field.LinesLocalAxesVectorField method) (postprocess.xcVtk.fields.local_axes_vector_field.LocalAxesVectorField method) (postprocess.xcVtk.fields.local_axes_vector_field.StrongWeakAxisVectorField method) (postprocess.xcVtk.fields.local_axes_vector_field.SurfacesLocalAxesVectorField method) duplicateNode() (model.predefined_spaces.PredefinedSpace method) DXFImport (class in import_export.dxf_reader) dynamicFactor() (in module actions.railway_traffic.SIA_rail_load_models), [1] DynamicsUnits (class in postprocess.output_units)

E

E (materials.awc_nds.AWCNDS_materials.LSL_135E attribute) (materials.awc_nds.AWCNDS_materials.LSL_155E attribute) (materials.awc_nds.AWCNDS_materials.LVL_2900Fb2E attribute) (materials.awc_nds.AWCNDS_materials.TJIDummyWood attribute) (xc.ElasticPlateBase property) (xc.SteelBaseMaterial property) E0() (materials.concrete_base.Concrete method) E_s (materials.concrete_base.paramTensStiffness attribute) EA() (materials.sections.structural_steel.SteelShape method) (xc.CrossSectionProperties3d method) (xc.PrismaticBarCrossSection method) EarthPressLoad (class in actions.loads) EarthPressureBase (class in actions.earth_pressure.earth_pressure) EarthPressureModel (class in actions.earth_pressure.earth_pressure) EarthPressureSlopedBackfill (class in actions.earth_pressure.earth_pressure) EarthquakePattern (class in xc) Ec (materials.sections.stress_calc.StressCalc attribute) EC2_hceff() (materials.ec2.EC2_limit_state_checking.CrackController method) EC2_k2() (materials.ec2.EC2_limit_state_checking.CrackController method) EC2Concrete (class in materials.ec2.EC2_materials) EC2Concrete2021 (class in materials.ec2.EC2_materials) Ec2InPlaneStressController (class in materials.ec2.EC2_limit_state_checking) Ec2InPlaneStressLimitStateData (class in materials.ec2.EC2_limit_state_checking) EC2RebarFamily (class in materials.ec2.EC2_limit_state_checking) EC3Beam (class in materials.ec3.EC3Beam) EC3BoltSteel (class in materials.ec3.EC3_materials) EC3Shape (class in materials.ec3.EC3_materials) EC3Steel (class in materials.ec3.EC3_materials) Ecm() (materials.concrete_base.Concrete method) Ect() (materials.concrete_base.Concrete method) EHE_hceff() (materials.ehe.EHE_limit_state_checking.CrackController method) EHE_k1() (materials.ehe.EHE_limit_state_checking.CrackController method) EHEConcrete (class in materials.ehe.EHE_materials) EHERebarFamily (class in materials.ehe.EHE_limit_state_checking) EI() (rough_calculations.ng_beam.Beam method) (xc.CrossSectionProperties2d method) EigenAlgorithm (class in xc) EigenAnalysis (class in xc) eigenAnalysis (xc.LinearBucklingAnalysis property) EigenIntegrator (class in xc) EigenSOE (class in xc) eigenSOE (xc.Analysis property) EigenSolver (class in xc) EIy() (materials.sections.structural_steel.SteelShape method) (materials.typical_materials.BeamMaterialData method) (xc.CrossSectionProperties3d method) (xc.PrismaticBarCrossSection method) EIyz() (xc.PrismaticBarCrossSection method) EIz() (materials.sections.structural_steel.SteelShape method) (materials.typical_materials.BeamMaterialData method) (xc.CrossSectionProperties3d method) (xc.PrismaticBarCrossSection method) ElasticBaseMaterial (class in xc) ElasticBeam2d (class in xc) ElasticBeam3d (class in xc) ElasticFoundation (class in model.boundary_cond.spring_bound_cond) ElasticIsotropic2D (class in xc) ElasticIsotropic3D (class in xc) ElasticIsotropicAxiSymm (class in xc) ElasticIsotropicMaterial (class in xc) ElasticIsotropicPlaneStrain2D (class in xc) ElasticIsotropicPlaneStress2D (class in xc) ElasticIsotropicPlateFiber (class in xc) ElasticMaterial (class in xc) ElasticMembranePlateSection (class in xc) ElasticPerfectlyPlasticMaterial (class in materials.typical_materials) ElasticPlateBase (class in xc) ElasticPlateProto5 (class in xc) ElasticPlateProto8 (class in xc) ElasticPlateSection (class in xc) ElasticPPMaterial (class in xc) elasticReponseSpectrum() (in module actions.quake.seismeSIA) ElasticSection2d (class in xc) ElasticSection3d (class in xc) ElasticShearSection3d (class in xc) elasticStressAc() (materials.sections.stress_calc.StressCalc method) elasticStressAc0() (materials.sections.stress_calc.StressCalc method) elasticStressAs() (materials.sections.stress_calc.StressCalc method) elasticStressAsp() (materials.sections.stress_calc.StressCalc method) ElastomericBearing (class in materials.bridge_bearings) Element0D (class in xc) Element1D (class in xc) ElementalLoad (class in xc) ElementalLoadIter (class in xc) ElementBase20N (class in xc) ElementBase27N (class in xc) ElementBase2N (class in xc) ElementBase3N (class in xc) ElementBase4N (class in xc) ElementBase8N (class in xc) ElementBodyLoad (class in xc) ElementIter (class in xc) ElementLoadComponent (class in import_export.sciaXML.scia_loads.element_load_container) ElementLoadContainer (class in import_export.sciaXML.scia_loads.element_load_container) ElementLoadList() (in module postprocess.reports.list_loads) ElementLoadProperties (class in import_export.sciaXML.scia_loads.element_load_properties) ElementLoadRecord (class in import_export.neutral_load_description) ElementPropertyDiagram (class in postprocess.xcVtk.diagrams.element_property_diagram) ElementPropRecorder (class in xc) ElementRecorder (class in xc) ElementRecorderBase (class in xc) ElementResponse (class in xc) elements (xc.SetMeshComp property) ElementSectionMap (class in postprocess.element_section_map) ElementSections (class in postprocess.element_section_map) ElemWithMaterial3N_Mech2D (class in xc) ElemWithMaterial4N_Mech2D (class in xc) ElemWithMaterial4N_SFD (class in xc) Em() (materials.tm5_809_3.tm5_809_3_materials.Mortar method) Emin (materials.awc_nds.AWCNDS_materials.LSL_135E attribute) (materials.awc_nds.AWCNDS_materials.LSL_155E attribute) (materials.awc_nds.AWCNDS_materials.LVL_2900Fb2E attribute) (materials.awc_nds.AWCNDS_materials.TJIDummyWood attribute) empty() (geom.FunctionGraph1D method) (import_export.neutral_load_description.LoadContainer method) (import_export.neutral_mesh_description.GroupRecord method) (xc.LoadContainer method) (xc.Set method) (xc.SetMeshComp method)

endSupport (materials.awc_nds.AWCNDS_materials.MemberRestraint attribute) ENTMaterial (class in xc) EntMdlr (class in xc) EnvConfig (class in postprocess.config.default_config) envConfig (postprocess.limit_state_data.LimitStateData attribute) Envelope (class in rough_calculations.ng_retaining_wall) EnvelopeData (class in xc) EnvelopeElementRecorder (class in xc) EnvelopeNodeRecorder (class in xc) envelopes (postprocess.xcVtk.diagrams.element_property_diagram.ElementPropertyDiagram attribute) EPPBaseMaterial (class in xc) EPPGapMaterial (class in xc) EPPlaneContainer (class in import_export.sciaXML.ep_plane_container) EPPlaneProperties (class in import_export.sciaXML.ep_plane_properties) eps1 (xc.TrussStrainLoad property) eps2 (xc.TrussStrainLoad property) eps2png() (in module materials.sections.fiber_section.plot_fiber_section) epsc0 (xc.RawConcrete property) epscu (xc.RawConcrete property) epsilon0() (materials.concrete_base.Concrete method) epsilon_ud() (materials.concrete_base.ReinforcingSteel method) epsilonU() (materials.concrete_base.Concrete method) eq_coulomb() (geotechnics.frictional_soil.FrictionalSoil method) (in module geotechnics.earth_pressure) eq_points_parabola() (in module geom_utils.parabola) EQBasePattern (class in xc) eql_coulomb() (in module geotechnics.earth_pressure) eqp_coulomb() (in module geotechnics.earth_pressure) eqThickRoad (rough_calculations.masonry_vault.FillingCharacteristics attribute) EqualDOF (class in xc) EquiSolnAlgo (class in xc) EquiSolnConvAlgo (class in xc) error() (in module geom_utils.regression_plane) (in module misc_utils.log_messages) Es (materials.concrete_base.ReinforcingSteel attribute) (materials.sections.stress_calc.StressCalc attribute) esbeltezAdim() (in module materials.eae.EAE_limit_state_checking) Esh() (materials.concrete_base.ReinforcingSteel method) estimateSigmaC() (in module materials.sia262.SIA262_limit_state_checking) estimateSigmaCPlanB() (in module materials.sia262.SIA262_limit_state_checking) estimateSteelStress() (in module materials.sia262.SIA262_limit_state_checking) estimateSteelStressNeg() (in module materials.sia262.SIA262_limit_state_checking) estimateSteelStressPos() (in module materials.sia262.SIA262_limit_state_checking) eta() (in module actions.quake.seismeSIA) eta_fc() (materials.sia262.SIA262_materials.ConcreteSIA262 method) Ets (xc.Concrete02 property) EURebarController (class in materials.limit_state_checking_base) Ev() (materials.tm5_809_3.tm5_809_3_materials.Mortar method) existeModelWrapper (xc.MapModelWrapper property) exists (geom.ProtoGeom property) exists() (xc.MapCMBodies method) (xc.MapCMEdges method) (xc.MapCMFaces method) (xc.MapCMUgrids method) expectsTensionStiffeningModel() (materials.ehe.EHE_limit_state_checking.CrackStraightController method) (materials.limit_state_checking_base.LimitStateControllerBase method) expnPR() (materials.concrete_base.Concrete method) export_beam_internal_forces() (in module postprocess.reports.export_internal_forces) export_internal_forces() (in module postprocess.reports.export_internal_forces) export_shell_internal_forces() (in module postprocess.reports.export_internal_forces) exporta_esfuerzos_shell_set() (in module postprocess.reports.export_internal_forces) exportToCSV() (actions.combinations.CombContainer method) (actions.load_cases.LoadCaseManager method) exportToLatex() (actions.combinations.CombContainer method) (actions.combinations.CombinationRecord method) (actions.combinations.SituationCombs method) (actions.combinations.SituationsSet method) (actions.load_cases.LoadCaseManager method) exportToPDF() (actions.combinations.CombContainer method) (actions.load_cases.LoadCaseManager method) extend() (geom.dq_polyline3D method) (geom.dq_pos2d method) (geom.dq_pos3d method) (geom.ttz_pos3d method) (geom.v_pos3d method) (import_export.block_topology_entities.BlockData method) (import_export.block_topology_entities.BlockProperties method) (import_export.sciaXML.xml_basics.scxml_table_xmlnodes.SCXMLTableXMLNodes method) (materials.sections.RC_sections_container.SectionContainer method) (xc.fiber_ptrs_dq method) (xc.ID method) (xc.Set method) (xc.SetMeshComp method) (xc.vector_mp_elements method) (xc.vector_mp_nodes method) (xc.vector_ptr_reinf_bar method) extendAttributes() (import_export.block_topology_entities.BlockProperties method) extendLabels() (import_export.block_topology_entities.BlockProperties method) extractEigenvectorComponents() (postprocess.output_handler.OutputHandler method) extractElemFromTable() (in module misc.int_forces_table) extractFiberData() (materials.limit_state_checking_base.ShearControllerBase method) extractIncludedIJranges() (model.geometry.grid_model.IJKRange method) extractIncludedIKranges() (model.geometry.grid_model.IJKRange method) extractIncludedIranges() (model.geometry.grid_model.IJKRange method) extractIncludedJKranges() (model.geometry.grid_model.IJKRange method) extractIncludedJranges() (model.geometry.grid_model.IJKRange method) extractIncludedKranges() (model.geometry.grid_model.IJKRange method) extractPoints() (import_export.dxf_reader.DXFImport method) extractSeccFromTable() (in module misc.int_forces_table) extrap1d (class in geom_utils.longitudinal_profile) extrapolate() (postprocess.xcVtk.fields.fields.ExtrapolatedProperty method) extrapolate_control_var() (in module postprocess.control_vars) extrapolate_elem_data_to_nodes() (in module postprocess.extrapolate_elem_attr) extrapolate_elem_function_attr() (in module postprocess.extrapolate_elem_attr) ExtrapolatedProperty (class in postprocess.xcVtk.fields.fields) ExtrapolatedScalarField (class in postprocess.xcVtk.fields.fields) extrapolationMatrix (xc.ElemWithMaterial4N_Mech2D property) (xc.ElemWithMaterial4N_SFD property) (xc.ProtoTruss property) extStemBottomIndex (rough_calculations.ng_retaining_wall.StemReinforcement attribute) extStemIndex (rough_calculations.ng_retaining_wall.StemReinforcement attribute) eyd() (materials.concrete_base.ReinforcingSteel method) eyk() (materials.concrete_base.ReinforcingSteel method)

F

f400 (materials.ehe.EHE_materials.ReinforcingSteel attribute) f500 (materials.ehe.EHE_materials.ReinforcingSteel attribute) f_alpha_gt_10phi (materials.ehe.EHE_materials.ReinforcingSteel attribute) f_alpha_leq_10phi (materials.ehe.EHE_materials.ReinforcingSteel attribute) Face (class in xc) factor (xc.UniformExcitation property) factorRCompJDiasNormal (in module materials.ehe.EHE_materials) factorRCompJDiasRapido (in module materials.ehe.EHE_materials) FactorsConstraintHandler (class in xc) FamNBars (class in materials.sections.rebar_family) fAnc_ext1() (materials.prestressing.prestressed_concrete.PrestressTendon method) fAnc_ext2() (materials.prestressing.prestressed_concrete.PrestressTendon method) FanTruss (class in model.geometry.truss_generators) FatigueControlBaseVars (class in postprocess.control_vars) FatigueController (class in materials.sia262.SIA262_limit_state_checking) FatigueControlVars (class in postprocess.control_vars) FatigueResistanceRCLimitStateData (class in postprocess.limit_state_data) Fb_12 (materials.awc_nds.AWCNDS_materials.LSL_135E attribute) (materials.awc_nds.AWCNDS_materials.LSL_155E attribute) (materials.awc_nds.AWCNDS_materials.LVL_2900Fb2E attribute) fb_size_factor_interp_3 (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) fb_size_factor_interp_4 (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) fb_size_factor_x (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) fb_size_factor_y3 (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) fb_size_factor_y4 (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) fBearingArea (materials.astm_aisc.ASTM_materials.AnchorBolt attribute) fc (rough_calculations.masonry_vault.permLoadResult attribute) Fc_perp (materials.awc_nds.AWCNDS_materials.LSL_135E attribute) (materials.awc_nds.AWCNDS_materials.LSL_155E attribute) (materials.awc_nds.AWCNDS_materials.LVL_2900Fb2E attribute) Fc_pll (materials.awc_nds.AWCNDS_materials.LSL_135E attribute) (materials.awc_nds.AWCNDS_materials.LSL_155E attribute) (materials.awc_nds.AWCNDS_materials.LVL_2900Fb2E attribute) fc_size_factor_interp (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) fc_size_factor_x (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) fc_size_factor_y (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) fcd() (materials.concrete_base.Concrete method) (materials.sia262.SIA262_materials.ConcreteSIA262 method) fckMPa() (materials.concrete_base.Concrete method) fctd() (materials.concrete_base.Concrete method) (materials.sia262.SIA262_materials.ConcreteSIA262 method) fctk() (materials.concrete_base.Concrete method) fctk0_05() (materials.sia262.SIA262_materials.ConcreteSIA262 method) fctk0_95() (materials.sia262.SIA262_materials.ConcreteSIA262 method) fctkEHE08() (materials.ehe.EHE_materials.EHEConcrete method) fctkInf() (materials.ehe.EHE_materials.EHEConcrete method) fctkSup() (materials.ehe.EHE_materials.EHEConcrete method) fctm() (materials.concrete_base.Concrete method) fctMedEHE08() (materials.ehe.EHE_materials.EHEConcrete method) fD1 (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) fD2 (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) FE_Datastore (class in xc) FedeasBond1Material (class in xc) FedeasBond2Material (class in xc) FedeasBondMaterial (class in xc) FedeasConcr1Material (class in xc) FedeasConcr2Material (class in xc) FedeasConcr3Material (class in xc) FedeasConcrMaterial (class in xc) FedeasHardeningMaterial (class in xc) FedeasHyster1Material (class in xc) FedeasHyster2Material (class in xc) FedeasMaterial (class in xc) FedeasSteel1Material (class in xc) FedeasSteel2Material (class in xc) feet_and_inches() (in module misc_utils.units_utils) fEffectiveArea (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) FEmeshGraphic() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) fEquivalentThickness (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) FHkPorMetroIAPF() (in module actions.wind.IAPF_wind) fHoleDiameter (materials.astm_aisc.ASTM_materials.AnchorBolt attribute) Fiber (class in xc) fiber_ptrs_dq (class in xc) FiberContainer (class in xc) FiberSection2d (class in xc) FiberSection3d (class in xc) FiberSection3dBase (class in xc) FiberSectionBase (class in xc) FiberSectionGJ (class in xc) FiberSectionRepr (class in xc) fiberSectionSetupRC3Sets() (in module materials.sections.fiber_section.fiber_sets) fiberSectionSetupRCSets() (in module materials.sections.fiber_section.fiber_sets) FiberSectionShear3d (class in xc) FiberSet (class in materials.sections.fiber_section.fiber_sets) FiberSets (class in xc) FibSectFeaturesToplot (class in materials.sections.fiber_section.plot_fiber_section) FibSectLSProperties (class in materials.limit_state_checking_base) FieldBase (class in postprocess.xcVtk.fields.field_base) fieldFilesPath (postprocess.figure_collection.FigsCollectionPlotter attribute) FigsCollectionPlotter (class in postprocess.figure_collection) FigureBase (class in postprocess.utils_display) FigureDefinition (class in postprocess.utils_display) FileDatastore (class in xc) fillDownwards() (model.geometry.truss_generators.TrussBase method) (xc.Set method) (xc.SetMeshComp method) FilletWeld (class in materials.astm_aisc.ASTM_materials) FillingCharacteristics (class in rough_calculations.masonry_vault) fillThick (rough_calculations.masonry_vault.FillingCharacteristics attribute) fillThickKeys (rough_calculations.masonry_vault.trafficLoad attribute) fillUpwards() (xc.Set method) (xc.SetMeshComp method) filterDuplicatePoints() (in module geom_utils.XY_parametrized_3Dpoly) filterElements() (postprocess.xcVtk.diagrams.control_var_diagram.ControlVarDiagram method) filterPointsFromPline3d() (in module geom_utils.longitudinal_profile) filterRepeatedValues() (in module rough_calculations.ng_retaining_wall) (rough_calculations.ng_retaining_wall.Envelope method) filterValueCouples() (postprocess.xcVtk.diagrams.colored_diagram.ColoredDiagram method) finalAngle (xc.CircReinfLayer property) find() (actions.combinations.CombContainer method) (actions.combinations.SituationCombs method) (actions.combinations.SLSCombinations method) (actions.combinations.ULSCombinations method) find_directories() (in module postprocess.config.default_config) find_files() (in module postprocess.config.default_config) find_section() (postprocess.element_section_map.ElementSections method) findDirectoryUpwards() (in module postprocess.config.default_config) findNearestSteelShapeByDepth() (in module materials.sections.structural_shapes.arcelor_metric_shapes) findNumberByArea() (in module materials.aci.ACI_materials) findProjectDirectory() (in module postprocess.config.default_config) findResultsFile() (postprocess.config.default_config.ProjectDirTree method) findResultsPath() (postprocess.config.default_config.ProjectDirTree method) findTag() (xc.dq_line_ptrs method) (xc.dq_ptrs_element method) (xc.dq_ptrs_node method) (xc.dq_ptrs_pnt method) (xc.dq_ptrs_surfaces method) (xc.lstLines method)

findWorkingDirectory() (in module postprocess.config.default_config) fInertia (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) FinPlate (class in materials.astm_aisc.ASTM_materials) firstX() (geom.FunctionGraph1D method) firstY() (geom.FunctionGraph1D method) fit_parabola() (in module geom_utils.parabola) fix() (in module model.boundary_cond.opensees_style) fixNode() (model.predefined_spaces.PredefinedSpace method) fixNode0() (model.predefined_spaces.SolidMechanics1D method) fixNode00() (model.predefined_spaces.SolidMechanics2D method) fixNode000() (model.predefined_spaces.SolidMechanics3D method) (model.predefined_spaces.StructuralMechanics2D method) fixNode000_000() (model.predefined_spaces.StructuralMechanics3D method) fixNode000_00F() (model.predefined_spaces.StructuralMechanics3D method) fixNode000_0F0() (model.predefined_spaces.StructuralMechanics3D method) fixNode000_0FF() (model.predefined_spaces.StructuralMechanics3D method) fixNode000_F00() (model.predefined_spaces.StructuralMechanics3D method) fixNode000_F0F() (model.predefined_spaces.StructuralMechanics3D method) fixNode000_FF0() (model.predefined_spaces.StructuralMechanics3D method) fixNode000_FFF() (model.predefined_spaces.StructuralMechanics3D method) fixNode00F() (model.predefined_spaces.StructuralMechanics2D method) fixNode0F() (model.predefined_spaces.SolidMechanics2D method) fixNode0F0() (model.predefined_spaces.StructuralMechanics2D method) fixNode0F0_00F() (model.predefined_spaces.StructuralMechanics3D method) fixNode0F0_0F0() (model.predefined_spaces.StructuralMechanics3D method) fixNode0F0_0FF() (model.predefined_spaces.StructuralMechanics3D method) fixNode0F0_F00() (model.predefined_spaces.StructuralMechanics3D method) fixNode0F0_FFF() (model.predefined_spaces.StructuralMechanics3D method) fixNode0FF() (model.predefined_spaces.StructuralMechanics2D method) fixNode0FF_FFF() (model.predefined_spaces.StructuralMechanics3D method) fixNodeF0() (model.predefined_spaces.SolidMechanics2D method) fixNodeF00() (model.predefined_spaces.StructuralMechanics2D method) fixNodeF00_00F() (model.predefined_spaces.StructuralMechanics3D method) fixNodeF00_0F0() (model.predefined_spaces.StructuralMechanics3D method) fixNodeF00_0FF() (model.predefined_spaces.StructuralMechanics3D method) fixNodeF00_F00() (model.predefined_spaces.StructuralMechanics3D method) fixNodeF00_FFF() (model.predefined_spaces.StructuralMechanics3D method) fixNodeF0F() (model.predefined_spaces.StructuralMechanics2D method) fixNodeFF0() (model.predefined_spaces.StructuralMechanics2D method) fixNodeFFF_000() (model.predefined_spaces.StructuralMechanics3D method) fixNodeFFF_0F0() (model.predefined_spaces.StructuralMechanics3D method) fixNodes() (model.geometry.truss_generators.TrussGeometry method) fixNodesLine() (model.predefined_spaces.StructuralMechanics2D method) flangeLocalBucklingCheck() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) flat_use_interp_3 (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) flat_use_interp_4 (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) flat_use_x (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) flat_use_y3 (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) flat_use_y4 (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) flatten_attribute() (in module postprocess.extrapolate_elem_attr) flipReinforcement() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) FloatList (class in import_export.dxf_reader) FluidSolidPorousMaterial (class in xc) Fm() (materials.ehe.EHE_materials.Y1860S7Strand method) (materials.tm5_809_3.tm5_809_3_materials.Mortar method) Fm_max() (materials.ehe.EHE_materials.Y1860S7Strand method) fmaxD() (materials.concrete_base.Concrete method) fmaxK() (materials.concrete_base.Concrete method) fmaxk() (materials.concrete_base.ReinforcingSteel method) (materials.steel_base.BasicSteel method) fMoment (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) fmt (geom_utils.longitudinal_profile.GuitarString attribute) fn (geom_utils.longitudinal_profile.extrap1d attribute) fnControlMovComponent() (in module postprocess.callback_controls) fnControlMovs() (in module postprocess.callback_controls) fnControlMovUVW() (in module postprocess.callback_controls) FootingReinforcement (class in rough_calculations.ng_retaining_wall) ForceBeamColumn2d (class in xc) ForceBeamColumn3d (class in xc) ForceReprComponent (class in xc) formato (postprocess.reports.list_displacements.RecordListadoDesplazamientos attribute) (postprocess.reports.list_reactions.ReactionsListRecord attribute) FourNodeQuad (class in xc) FourSidesPinnedConcreteSlab (class in rough_calculations.ng_concrete_slab) fOversizeHoleDia (materials.astm_aisc.ASTM_materials.BoltFastener attribute) Fp() (materials.ehe.EHE_materials.Y1860S7Strand method) fpbdStrand (materials.ehe.EHE_materials.PrestressingSteel attribute) fpbdStrandValues (materials.ehe.EHE_materials.PrestressingSteel attribute) fpbdWire (materials.ehe.EHE_materials.PrestressingSteel attribute) fpbdWireValues (materials.ehe.EHE_materials.PrestressingSteel attribute) fpc (xc.RawConcrete property) fpcu (xc.Concrete01 property) (xc.Concrete02 property) fpd() (materials.concrete_base.PrestressingSteel method) fr() (materials.tm5_809_3.tm5_809_3_materials.Mortar method) FreeLoadContainer (class in import_export.sciaXML.scia_loads.load_container) freezeDeadNodes() (xc.Mesh method) FreqLoadsCrackControlLimitStateData (class in materials.ec2.EC2_limit_state_checking) (class in materials.ehe.EHE_limit_state_checking) (class in materials.sia262.SIA262_limit_state_checking) FreqLoadsCrackControlRCLimitStateData (class in postprocess.limit_state_data) FreqLoadsDisplacementControlLimitStateData (class in postprocess.limit_state_data) frequency_analysis() (in module solution.predefined_solutions) FrequencyAnalysis (class in solution.predefined_solutions) FrictionalSoil (class in geotechnics.frictional_soil) frictionAngle (xc.PressureMultiYieldBase property) frobeniusNorm() (xc.nDarray method) from3Points() (geom_utils.parabola.Parabola method) frontEndDeformationPlane (xc.BeamStrainLoad property) Fs() (materials.tm5_809_3.tm5_809_3_materials.CMUWallCellReinforcement method) fSet (materials.sections.fiber_section.fiber_sets.FiberSet attribute) fStandardHoleDia (materials.astm_aisc.ASTM_materials.BoltFastener attribute) Ft (materials.awc_nds.AWCNDS_materials.TJIDummyWood attribute) ft (xc.Concrete02 property) ft_size_factor_interp (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) fTabJ3_4M (materials.astm_aisc.ASTM_materials.BoltFastener attribute) fThreadsPerInch (materials.astm_aisc.ASTM_materials.AnchorBolt attribute) fuEC3() (in module materials.ec3.EC3_materials) fullDepthSolidBlocking (materials.awc_nds.AWCNDS_materials.MemberRestraint attribute) FullGenEigenSOE (class in xc) FullGenEigenSolver (class in xc) FunctionGraph1D (class in geom) FunctionGraph2D (class in geom) fUnits (postprocess.figure_collection.FigsCollectionPlotter attribute) Fv (materials.awc_nds.AWCNDS_materials.LSL_135E attribute) (materials.awc_nds.AWCNDS_materials.LSL_155E attribute) (materials.awc_nds.AWCNDS_materials.LVL_2900Fb2E attribute) FVector (class in xc) FVectorBeamColumn2d (class in xc) FVectorBeamColumn3d (class in xc) FVectorShell (class in xc) FVkPorMetroIAPF() (in module actions.wind.IAPF_wind) fWeight (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) fy (xc.SteelBaseMaterial property) fyd() (materials.concrete_base.ReinforcingSteel method) (materials.steel_base.BasicSteel method) fydV() (materials.ec3.EC3_materials.EC3Steel method) fyEC3() (in module materials.ec3.EC3_materials)

G

G (xc.CrossSectionProperties2d property) G() (materials.typical_materials.BasicElasticMaterial method) gamma() (geotechnics.earth_pressure.SoilModel method) (geotechnics.frictional_soil.FrictionalSoil method) gammaF (xc.LoadPattern property) gammaF() (in module actions.quake.seismeSIA) gammaM0() (materials.ec3.EC3_materials.EC3Steel method) GaussPointStresses (class in postprocess.limit_state_data) GAy() (materials.sections.structural_steel.SteelShape method) (xc.PrismaticBarCrossSection method) GAz() (materials.sections.structural_steel.SteelShape method) (xc.PrismaticBarCrossSection method) Gcm() (materials.concrete_base.Concrete method) gdls_elasticidad2D() (in module model.predefined_spaces) gdls_elasticidad3D() (in module model.predefined_spaces) gdls_resist_materials2D() (in module model.predefined_spaces) gdls_resist_materials3D() (in module model.predefined_spaces) GeneralEquationOfPlane (class in geom) generaListadoDesplazamientos() (postprocess.reports.list_displacements.RecordListadoDesplazamientos method) generalizedStrains (xc.PhysicalProperties_NDMat property) generalizedStresses (xc.PhysicalProperties_NDMat property) generalNorm() (xc.nDarray method) generateCylZPoints() (model.geometry.grid_model.GridModel method) generateEllipZPoints() (model.geometry.grid_model.GridModel method) generateMesh() (model.mesh.finit_el_model.RawLineSetToMesh method) (model.mesh.finit_el_model.SurfSetToMesh method) generatePlot() (materials.sections.fiber_section.plot_fiber_section.FibSectFeaturesToplot method) generatePoints() (model.geometry.grid_model.GridModel method) generateSprings() (model.boundary_cond.spring_bound_cond.ElasticFoundation method) GenericMaterialProperties (class in import_export.sciaXML.material_properties) GenericSection (class in materials.sections.section_properties) GenericSection1D (class in materials.sections.section_properties) GenericSection1d (class in xc) GenericSection2D (class in materials.sections.section_properties) genGraphicFile() (postprocess.utils_display.FigureDefinition method) (postprocess.utils_display.SlideDefinition method) genHexaedrMultiRegion() (model.geometry.grid_model.GridModel method) genHexaedrMultiXYZRegion() (model.geometry.grid_model.GridModel method) genHexaedrOneRegion() (model.geometry.grid_model.GridModel method) genHexaedrOneXYZRegion() (model.geometry.grid_model.GridModel method) genJointsCoor() (model.geometry.tensegrity.tensegrityPrism method) genLineLinkedJoints() (model.geometry.tensegrity.tensegrityPrism method) genLinMultiRegion() (model.geometry.grid_model.GridModel method) genLinMultiXYZRegion() (model.geometry.grid_model.GridModel method) genLinOneRegion() (model.geometry.grid_model.GridModel method) genLinOneXYZRegion() (model.geometry.grid_model.GridModel method) genMesh() (model.geometry.truss_generators.TrussBase method) (rough_calculations.ng_basement_wall.BasementWall method) (rough_calculations.ng_retaining_wall.RetainingWall method) (xc.map_faces method) genSetLinFromLstGridPnt() (model.geometry.grid_model.GridModel method) genSetLinFromLstXYZPnt() (model.geometry.grid_model.GridModel method) genSetLinFromMultiLstGridPnt() (model.geometry.grid_model.GridModel method) genSetLinFromMultiLstXYZPnt() (model.geometry.grid_model.GridModel method) genSurfMultiRegion() (model.geometry.grid_model.GridModel method) genSurfMultiXYZRegion() (model.geometry.grid_model.GridModel method) genSurfOneRegion() (model.geometry.grid_model.GridModel method) genSurfOneXYZRegion() (model.geometry.grid_model.GridModel method) geom module, [1], [2], [3], [4], [5], [6], [7], [8], [9] geom_utils.acad_script_utils module geom_utils.aux_cairo_plot module geom_utils.interpolation module geom_utils.longitudinal_profile module geom_utils.parabola module geom_utils.principal_axis module geom_utils.projection module geom_utils.regression_plane module geom_utils.section_by_folding_planes module geom_utils.section_by_plane module geom_utils.surveying_data module geom_utils.XY_parametrized_3Dpoly module geometry (xc.SectionRepres property) GeomObj (class in geom) GeomObj2d (class in geom) GeomObj3d (class in geom) geotechnics.earth_pressure module geotechnics.foundations.footing_soil_contact_friction_angle module geotechnics.foundations.settlement_found module geotechnics.frictional_soil module geotechnics.mononobe_okabe module geotechnics.settlement module get() (materials.sections.structural_steel.SteelShape method) (xc.MapBodies method) (xc.MapCMBodies method) (xc.MapCMEdges method) (xc.MapCMFaces method) (xc.MapCMUgrids method) get2DPolygon() (import_export.neutral_load_description.SurfaceLoadRecord method) get37_1c() (materials.awc_nds.AWCNDS_materials.LSL method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) get_active_load_patterns() (in module postprocess.xcVtk.fields.load_vector_field) get_af() (materials.ec3.EC3_materials.HollowBoxShape method) get_anchorage_length() (materials.ehe.EHE_materials.PrestressingSteel method) get_attached_PhModElems() (in module model.model_inquiry) get_aw() (materials.ec3.EC3_materials.HollowBoxShape method) get_buckling_e1_e2_eccentricities() (in module materials.ehe.EHE_limit_state_checking) get_buckling_parameters() (in module materials.ec3.EC3_limit_state_checking) (in module materials.ehe.EHE_limit_state_checking) get_candidate_2Dquads() (in module import_export.dxf_reader) get_centrifugal_forces() (in module actions.railway_traffic.IAPF_rail_load_models), [1] get_closest_inlist() (in module misc_utils.data_struct_utils) get_cross_section_internal_forces() (in module postprocess.limit_state_data) get_diagram_direction() (in module postprocess.control_vars) get_disp_and_rotation_vector_fields() (in module postprocess.xcVtk.fields.vector_field) get_double_headed_arrow() (in module postprocess.xcVtk.fields.vector_field) get_earth_thrusts() (in module geotechnics.earth_pressure) get_element_buckling_eccentricities() (in module materials.ehe.EHE_limit_state_checking) get_element_internal_force_component_data() (in module postprocess.control_vars) get_encoding() (in module misc_utils.data_struct_utils) get_extended_data() (in module import_export.dxf_reader) get_fictitious_eccentricity() (in module materials.ehe.EHE_limit_state_checking) get_force_and_torque_vector_fields() (in module postprocess.xcVtk.fields.vector_field) get_fp01k() (materials.ec2.EC2_materials.PrestressingSteel method) get_fpk() (materials.ec2.EC2_materials.PrestressingSteel method) get_gauss_point_stresses() (in module postprocess.limit_state_data) get_horizontal_soil_reaction_diagram() (in module geotechnics.earth_pressure) get_index_closest_inlist() (in module misc_utils.data_struct_utils) get_internal_forces_dict() (in module postprocess.reports.export_internal_forces) get_lin_2Pts() (in module model.geometry.geom_utils) get_line_sequence_from_point_sequence() (in module model.geometry.geom_utils) get_load_pattern_type_from_class_name() (in module actions.load_cases) get_losses_elastic_shortening_concrete_in_tendons() (in module materials.ehe.EHE_materials) get_losses_wedge_penetration_short_straight_tendon() (in module materials.ehe.EHE_materials) get_lower_slenderness_limit() (in module materials.ehe.EHE_limit_state_checking) get_lstLines_from_lstPoints() (in module model.sets.sets_mng) get_lstNod_from_lst3DPos() (in module model.sets.sets_mng) get_lstNod_on_points_fromSet() (in module model.sets.sets_mng) get_lstNodes_from_lstLines() (in module model.sets.sets_mng) get_max_coo_nod() (in module model.sets.sets_mng) get_max_lstOfLsts_by_col() (in module misc_utils.data_struct_utils) get_maximum_punching_shear_capacity_on_column_periphery() (in module materials.ec2.EC2_limit_state_checking) get_min_and_max_reinforcement() (in module materials.ehe.EHE_limit_state_checking) get_min_coo_nod() (in module model.sets.sets_mng) get_min_lstOfLsts_by_col() (in module misc_utils.data_struct_utils) get_n() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) get_node_rotational_dofs() (in module model.model_inquiry) get_nodes_pos3D_wire() (in module model.sets.sets_mng) get_nodes_wire() (in module model.sets.sets_mng) get_nu_mu() (in module materials.ec2.EC2_limit_state_checking) get_number_decimal_positions() (in module misc_utils.data_struct_utils) get_point_sequence_from_line_sequence() (in module model.geometry.geom_utils) get_polyface_points_axis() (in module import_export.dxf_reader) get_polygon_axis() (in module import_export.dxf_reader) get_pos3d_sequence_from_line_sequence() (in module model.geometry.geom_utils) get_principal_axis_3D() (in module geom_utils.principal_axis) get_punching_shear_C_Rd_c() (in module materials.ec2.EC2_limit_state_checking) get_punching_shear_resistance_whitout_punching_shear_reinforcement() (in module materials.ec2.EC2_limit_state_checking) get_punching_v_min() (in module materials.ec2.EC2_limit_state_checking) get_reaction_on_pot() (in module materials.bridge_bearings) get_reaction_var_names() (in module postprocess.def_vars_control) get_regression_plane_from_edge_list() (in module model.geometry.geom_utils) get_scalar_field_from_control_var() (in module postprocess.xcVtk.fields.fields) get_set_nodes_plane_XY() (in module model.sets.sets_mng) get_set_nodes_plane_XZ() (in module model.sets.sets_mng) get_set_nodes_plane_YZ() (in module model.sets.sets_mng) get_setLines_on_setPoints() (in module model.sets.sets_mng) get_subset_elem_of_mat() (in module model.sets.sets_mng) get_subset_elem_of_type() (in module model.sets.sets_mng) get_subset_inside() (in module model.sets.sets_mng) get_subset_lin_longer_than() (in module model.sets.sets_mng) get_subset_lin_parallel_to_axis() (in module model.sets.sets_mng) get_subset_lin_shorter_than() (in module model.sets.sets_mng) get_temporary_env_config() (in module postprocess.config.default_config) get_time_series_type_from_class_name() (in module actions.load_cases) get_unit_wind_load() (in module actions.wind.IAPF_wind) get_values_at_nodes() (in module model.model_inquiry) get_windward_borders() (in module actions.wind.base_wind) getA() (xc.SystemOfEqn method) getA0cN() (in module materials.eota.EOTA_TR029_limit_state_checking) getA0pN() (in module materials.eota.EOTA_TR029_limit_state_checking) getA0spN() (in module materials.eota.EOTA_TR029_limit_state_checking) getA1() (materials.ec3.EC3_limit_state_checking.MomentGradientFactorC1 method) getA2() (materials.ec3.EC3_limit_state_checking.MomentGradientFactorC1 method) getAbscissasFromPline3d() (in module geom_utils.longitudinal_profile) getAbscissasFromPoints2d() (in module geom_utils.longitudinal_profile) getAbsMaximum() (rough_calculations.ng_retaining_wall.Envelope method) getAbsSteelStressIncrement() (postprocess.control_vars.FatigueControlVars method) getAc() (materials.ehe.EHE_limit_state_checking.BlockMember method) (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) (rough_calculations.ng_rc_section.RCSection method) getAc1() (materials.ehe.EHE_limit_state_checking.BlockMember method) getAccel() (xc.GroundMotion method) getActionName() (in module misc.import_metal3_beam_intforces) getActionTypeCode() (in module import_export.sciaXML.scia_loads.load_case_container) getActiveLoadPatternCategories() (postprocess.output_handler.OutputHandler method) getActiveLoadPatternNames() (model.predefined_spaces.PredefinedSpace method) getActiveLoadPatterns() (model.predefined_spaces.PredefinedSpace method) (postprocess.output_handler.OutputHandler method) getActivePressure() (geotechnics.earth_pressure.BellSoil method) (geotechnics.earth_pressure.SoilModel method) getAdditionalTensileForceMainReinf() (in module materials.ec2.EC2_limit_state_checking) getAdditions() (xc.SectionAggregator method) getAdimensionalSlendernessY() (materials.ec3.EC3_materials.EC3Shape method) getAdimensionalSlendernessZ() (materials.ec3.EC3_materials.EC3Shape method) getAdmissibleAxialForce() (in module rough_calculations.masonry_vault) getAdmissiblePressureSafetyFactor() (rough_calculations.ng_retaining_wall.RetainingWall method) getAeff() (materials.sections.structural_steel.SteelShape method) getAh() (materials.sections.stress_calc.StressCalc method) getAllowableAxialStress() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getAlpha() (in module actions.wind.IAPF_wind) (rough_calculations.ng_pile_cap.TwoPileCap method), [1] getAlpha6() (materials.ec2.EC2_materials.ReinforcingSteel method) getAlpha_v() (materials.ec3.EC3_materials.EC3BoltSteel method) getAlphaCw() (materials.ec2.EC2_materials.EC2Concrete method) getAlphaEcm() (materials.ehe.EHE_materials.EHEConcrete method) getAlphaI() (materials.ec3.EC3_limit_state_checking.BeamSupportCoefficients method) getAlphaTorsion() (materials.sections.section_properties.RectangularSection method) getAMz1 (xc.ElasticBeam3d property) (xc.NLForceBeamColumn3dBase property) getAMz2 (xc.ElasticBeam3d property) (xc.NLForceBeamColumn3dBase property) getAn() (materials.aci.ACI_limit_state_checking.Corbel method) getAN2 (xc.ElasticBeam3d property) (xc.NLForceBeamColumn3dBase property) getANc() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getAnchoMecanico() (xc.FiberSectionBase method) getAnchorageLength() (materials.ec2.EC2_materials.PrestressingSteel method) (materials.ehe.EHE_materials.PrestressingSteel method) (materials.ehe.EHE_materials.Y1860S7Strand method) getAnchorArea() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getANco() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getAngle() (geom.Circle2d method) (geom.Plane3d method) (geom.Vector2d method) (geom.Vector3d method) getAngleSequence() (materials.prestressing.prestressed_concrete.PrestressTendon method) getAngPsi() (actions.earth_pressure.earth_pressure.PointVerticalLoadOnBackfill method) getAngularFrequencies() (xc.Domain method) (xc.EigenAnalysis method) getAngularFrequency() (xc.Domain method) (xc.EigenAnalysis method) getAnsysStrings() (postprocess.control_vars.AxialForceControlVars method) (postprocess.control_vars.BiaxialBendingControlVars method) (postprocess.control_vars.CFNMyMz method) (postprocess.control_vars.ControlVarsBase method) (postprocess.control_vars.CrackControlBaseVars method) (postprocess.control_vars.FatigueControlBaseVars method) (postprocess.control_vars.N method) (postprocess.control_vars.NMy method) (postprocess.control_vars.NMyMz method) (postprocess.control_vars.RCShearControlVars method) (postprocess.control_vars.ShVy method) (postprocess.control_vars.SIATypeRCShearControlVars method) getAPARatedSturdIFloor() (materials.awc_nds.AWCNDS_materials.WoodPanelSection method) getArea() (geom.Circle2d method) (geom.FunctionGraph1D method) (geom.GeomObj method) (geom.Grid2d method) (geom.ListPos2d method) (geom.MatrixPos2d method) (geom.Polygon3d method) (materials.sections.rebar_family.Rebar method) (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) (xc.Cell method) (xc.ClosedTriangleMesh method) (xc.Face method) (xc.Fiber method) (xc.FiberSectionBase method) (xc.ReinfLayer method) getAreaDensity() (materials.typical_materials.DeckMaterialData method) getAreaGrossSection() (xc.SectionMassProperties method) getAreaHomogenizedSection() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) (xc.SectionMassProperties method) getArealDensity() (materials.awc_nds.AWCNDS_materials.WoodPanelSection method) getAreaNecApoyo() (materials.ehe.EHE_limit_state_checking.ConcreteCorbel method) getAreaNecCercos() (materials.ehe.EHE_limit_state_checking.ConcreteCorbel method) getAreaNecMainReinforcement() (materials.ehe.EHE_limit_state_checking.ConcreteCorbel method) getAreaQuad() (geom.MatrixPos2d method) getAs() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) (materials.sections.fiber_section.def_simple_RC_section.ShearReinforcement method) (materials.sections.rebar_family.DoubleRebarFamily method) (materials.sections.rebar_family.FamNBars method) (materials.sections.rebar_family.RebarRow method) (postprocess.element_section_map.RCSlabBeamSection method) (rough_calculations.ng_rc_section.RCSection method) getAs1neg() (postprocess.element_section_map.RCSlabBeamSection method) getAs1pos() (postprocess.element_section_map.RCSlabBeamSection method) getAs2neg() (postprocess.element_section_map.RCSlabBeamSection method) getAs2pos() (postprocess.element_section_map.RCSlabBeamSection method) getAsMaxBeams() (in module materials.ec2.EC2_limit_state_checking) getAsMaxColumns() (in module materials.ec2.EC2_limit_state_checking) getAsMinBeams() (in module materials.ec2.EC2_limit_state_checking) getAsMinColumns() (in module materials.ec2.EC2_limit_state_checking) getAsMinCrackControl() (in module materials.ec2.EC2_limit_state_checking) getAsMinTensionStressLimit() (materials.sia262.SIA262_limit_state_checking.RebarController method) getAsMinWalls() (in module materials.ec2.EC2_limit_state_checking) getAsNeg() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getAsneg() (postprocess.element_section_map.SetRCSections2SetElVerif method) getAsPos() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getAspos() (postprocess.element_section_map.SetRCSections2SetElVerif method) getAsRows() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) getAt() (materials.sections.fiber_section.def_simple_RC_section.TorsionReinforcement method) getAtDiameter() (materials.sections.fiber_section.def_simple_RC_section.TorsionReinforcement method) getAtRestPressure() (geotechnics.earth_pressure.SoilModel method) getAttribute() (import_export.block_topology_entities.BlockProperties method) (import_export.block_topology_entities.BlockRecord method) (import_export.block_topology_entities.PointRecord method) getAvc() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getAvco() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getAverageDiameter() (materials.sections.section_properties.CircularSection method) getAverageElementSize() (xc.Pnt method) getAverageRadius() (materials.sections.section_properties.CircularSection method) getAverageReinforcementTensileStrain() (materials.limit_state_checking_base.FibSectLSProperties method) getAverageReinforcementTensileStrainAndStress() (materials.limit_state_checking_base.FibSectLSProperties method) getAverageReinforcementTensileStress() (materials.limit_state_checking_base.FibSectLSProperties method) getAverageSigmaSR() (materials.limit_state_checking_base.FibSectLSProperties method) getAverageSize() (xc.DqPtrsElem method) getAverageVolume() (xc.MapBodies method) getAvgKVector() (geom.ListPos3d method) getAvy() (materials.ec3.EC3_materials.EC3Shape method) getAVy1 (xc.ElasticBeam3d property) (xc.NLForceBeamColumn3dBase property) getAVy2 (xc.ElasticBeam3d property) (xc.NLForceBeamColumn3dBase property) getAVz1 (xc.ElasticBeam3d property) (xc.NLForceBeamColumn3dBase property) getAVz2 (xc.ElasticBeam3d property) (xc.NLForceBeamColumn3dBase property) getAw() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getAxialEfficiency() (materials.awc_nds.AWCNDS_materials.WoodSection method) getAxialForceArch() (rough_calculations.tied_arch_simple_model.TiedArchBridgeRoughModel method) getAxis1VDir() (xc.CrossSectionProperties3d method) (xc.PrismaticBarCrossSection method) getAxis1VDirGrossSection() (xc.SectionMassProperties method) getAxis1VDirHomogenizedSection() (xc.SectionMassProperties method) getAxis2VDir() (xc.CrossSectionProperties3d method) (xc.PrismaticBarCrossSection method) getAxis2VDirGrossSection() (xc.SectionMassProperties method) getAxis2VDirHomogenizedSection() (xc.SectionMassProperties method) getAxisDir() (geom.CooSysXd2d method) (geom.CooSysXd3d method) getAxisVDir() (geom.CooSysXd2d method) (geom.CooSysXd3d method) (geom.ref_CooSysRect1d2d method) (geom.ref_CooSysRect1d3d method) (geom.ref_CooSysRect2d2d method) (geom.ref_CooSysRect2d3d method) (geom.ref_CooSysRect3d3d method) getAzimuthalAngle() (geom.Vector3d method) getBackfillAvobeHeelArea() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getBackfillAvobeHeelAvgHeight() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getBackfillAvobeHeelContour() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getBackgroundColor() (postprocess.output_handler.OutputHandler method) (postprocess.output_styles.OutputStyle method) getBalancedSteelRatio() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getBarArea() (materials.sections.rebar_family.RebarRow method) getBase1() (geom.Plane3d method) getBase2() (geom.Plane3d method) getBaseOutputFileName() (postprocess.displayable_results.ResultsDescriptionContainer method) getBasicAnchorageLength() (in module materials.sia262.SIA262_limit_state_checking) (materials.aci.ACI_limit_state_checking.ACIRebarFamily method) (materials.aci.ACI_limit_state_checking.RebarController method) (materials.ec2.EC2_limit_state_checking.EC2RebarFamily method) (materials.ec2.EC2_limit_state_checking.RebarController method) (materials.ec2.EC2_materials.ReinforcingSteel method) (materials.ehe.EHE_limit_state_checking.EHERebarFamily method) (materials.ehe.EHE_limit_state_checking.RebarController method) (materials.ehe.EHE_materials.ReinforcingSteel method) (materials.sections.rebar_family.DoubleRebarFamily method) (materials.sia262.SIA262_limit_state_checking.RebarController method) (materials.sia262.SIA262_limit_state_checking.SIARebarFamily method) (rough_calculations.ng_retaining_wall.ReinforcementMap method) getBasicConcreteBreakoutStrengthTension() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getBasicConrBreakoutStrengthShear() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getBasicIncrDeltaDisp() (xc.CrdTransf method) getBasicIncrDisp() (xc.CrdTransf method) getBasicTrialAccel() (xc.CrdTransf method) (xc.ShellCrdTransf3dBase method) getBasicTrialDisp() (xc.CrdTransf method) (xc.ShellCrdTransf3dBase method) getBasicTrialVel() (xc.CrdTransf method) (xc.ShellCrdTransf3dBase method) getBClassification() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getBearingArea() (materials.astm_aisc.ASTM_materials.AnchorBolt method) getBearingPressure() (rough_calculations.ng_retaining_wall.RetainingWall method) getBearingPressureSafetyFactor() (rough_calculations.ng_retaining_wall.RetainingWall method) getBearingStrength() (materials.ec2.EC2_materials.EC2Concrete method) getBendingEfficiency() (materials.concrete_base.ReinforcedConcreteLimitStrains method) getBendingFactors() (materials.ec3.EC3_materials.HollowBoxShape method) getBendingFlatUseFactor() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getBendingMoment() (materials.aci.ACI_limit_state_checking.Corbel method) getBendingMomentUnderConcentratedLoad() (rough_calculations.ng_cantilever.Cantilever method) (rough_calculations.ng_simple_beam.SimpleBeam method) getBendingMomentUnderUniformLoad() (rough_calculations.ng_cantilever.Cantilever method) (rough_calculations.ng_simple_beam.SimpleBeam method) getBendingMomentUnderUniformLoadPartiallyDistributed() (rough_calculations.ng_simple_beam.SimpleBeam method) getBendingPlaneTrace() (xc.FiberSectionBase method) getBendingResistanceReductionCoefficient() (in module materials.ec3.EC3_limit_state_checking) (materials.ec3.EC3_materials.EC3Shape method) getBendingSizeFactor() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) (materials.awc_nds.dimensional_lumber.SouthernPineWood method) getBeta() (materials.bridge_bearings.ElastomericBearing method) (materials.ehe.EHE_limit_state_checking.RebarController method) getBetaCC() (materials.concrete_base.Concrete method) getBetaCoef() (materials.ehe.EHE_limit_state_checking.LongShearJoints method) getBetaTorsion() (materials.sections.section_properties.RectangularSection method) getBetaVcuEHE08() (in module materials.ehe.EHE_limit_state_checking) getBetaW() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getBFlexureClassification() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getBiaxBendCoeffs() (materials.ec3.EC3_materials.EC3Shape method) getBiaxialBendingEfficiency() (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.astm_aisc.ASTM_materials.LShape method) (materials.awc_nds.AWCNDS_materials.WoodSection method) (materials.ec3.EC3_limit_state_checking.Member method) (materials.ec3.EC3_materials.EC3Shape method) (materials.ec3.EC3_materials.HollowBoxShape method) getBiaxialBendingEfficiencyPrincipalAxes() (materials.astm_aisc.ASTM_materials.LShape method) getBlockData() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getBlockHandlerName() (import_export.neutral_mesh_description.XCImportExportData method) getBlockTags() (import_export.block_topology_entities.BlockData method) getBminPontAppuiFixe() (in module rough_calculations.ng_min_dim_of_abutment_support) getBminPontFlotant() (in module rough_calculations.ng_min_dim_of_abutment_support) getBnd() (geom.GeomObj2d method) (geom.GeomObj3d method) (model.predefined_spaces.PredefinedSpace method) (xc.DqPtrsElem method) (xc.DqPtrsNode method) (xc.lstBodies method) (xc.lstLines method) (xc.lstPnts method) (xc.Set method) (xc.SetMeshComp method) getBodies (xc.Set property) getBoltForHole() (in module materials.astm_aisc.ASTM_materials) getBoltForShear() (in module materials.astm_aisc.ASTM_materials) getBottomFlangeBoltedPlate() (materials.astm_aisc.ASTM_materials.ConnectedMember method) getBottomFlangeMidPlane() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getBottomFlangeMidPlaneContourPoints() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getBottomReinforcementReqArea() (rough_calculations.ng_pile_cap.TwoPileCap method), [1] getBucklingAnalysisResultsFileName() (postprocess.limit_state_data.LimitStateData method) getBucklingCurve() (materials.ec3.EC3_materials.CFCHSShape method) (materials.ec3.EC3_materials.CFRHSShape method) (materials.ec3.EC3_materials.CFSHSShape method) (materials.ec3.EC3_materials.CHSShape method) (materials.ec3.EC3_materials.EC3Shape method) (materials.ec3.EC3_materials.HEShape method) (materials.ec3.EC3_materials.HFSHSShape method) (materials.ec3.EC3_materials.IPEShape method) (materials.ec3.EC3_materials.IPNShape method) (materials.ec3.EC3_materials.MicropileTubeShape method) (materials.ec3.EC3_materials.RHSShape method) (materials.ec3.EC3_materials.SHSShape method) (materials.ec3.EC3_materials.UCShape method) getBucklingReductionFactorY() (materials.ec3.EC3_materials.EC3Shape method) getBucklingReductionFactorZ() (materials.ec3.EC3_materials.EC3Shape method) getBucklingResistance() (materials.ec3.EC3_materials.EC3Shape method) getBucklingResistanceY() (materials.ec3.EC3_materials.EC3Shape method) getBucklingResistanceZ() (materials.ec3.EC3_materials.EC3Shape method) getBuffer() (geom.Polygon3d method) getBufferPolygon() (geom.Pos2d method) getBulkModulus() (geotechnics.frictional_soil.FrictionalSoil method) getBw() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getC1() (materials.ec3.EC3_limit_state_checking.MomentGradientFactorC1 method) getCableAxialForceAtMidSpan() (rough_calculations.suspension_bridge_simple_model.SuspensionBridgeRoughModel method) getCableAxialForceAtTower() (rough_calculations.suspension_bridge_simple_model.SuspensionBridgeRoughModel method) getCableSlopeAtTower() (rough_calculations.suspension_bridge_simple_model.SuspensionBridgeRoughModel method) getCalcSetElements() (postprocess.limit_state_data.VerifOutVars method) getCameraParameters() (postprocess.output_handler.OutputHandler method) getCapacityFactor() (materials.astm_aisc.ASTM_materials.FilletWeld method) (materials.astm_aisc.ASTM_materials.MemberWithEndConnections method) (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) (xc.InteractionDiagram method) (xc.InteractionDiagram2d method) getCaption() (postprocess.displayable_results.ResultDescription method) (postprocess.utils_display.FigureBase method) getCaptionText() (postprocess.output_handler.OutputHandler method) (postprocess.reports.graphical_reports.LoadCaseDispParameters method) getCaptionTextsDict() (postprocess.output_styles.OutputStyle method) getCartesianCoordinates() (xc.FourNodeQuad method) getCCoefficient() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getCcrNp() (in module materials.eota.EOTA_TR029_limit_state_checking) getCcrSpHiltiHY150() (in module materials.eota.EOTA_TR029_limit_state_checking) getCDepth() (materials.concrete_base.Concrete method) (materials.sia262.SIA262_materials.ConcreteSIA262 method) getCenter() (geom.Circle2d method) (geom.MatrixPos2d method) getCenterOfMass() (geom.BND2d method) (geom.BND3d method) (geom.Circle2d method) (geom.Grid2d method) (geom.ListPos2d method) (geom.ListPos3d method) (geom.MatrixPos2d method) (geom.Polygon3d method) (xc.PrismaticBarCrossSection method) (xc.ReinfLayer method) getCenterOfMassGrossSection() (xc.SectionMassProperties method) getCenterOfMassHomogenizedSection() (xc.SectionMassProperties method) getCenterOfMassY() (xc.PrismaticBarCrossSection method) getCenterOfMassZ() (xc.PrismaticBarCrossSection method) getCentroid() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) (model.boundary_cond.spring_bound_cond.ElasticFoundation method) (xc.DqPtrsNode method) (xc.lstPnts method) getCF() (postprocess.control_vars.CFN method) (postprocess.control_vars.CFNMy method) (postprocess.control_vars.CFVy method) (postprocess.control_vars.ControlVarsBase method) (postprocess.control_vars.CrackControlVars method) (postprocess.control_vars.VonMisesControlVars method) getCfactIntPart() (materials.ec3.EC3_materials.EC3Shape method) getClassification() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getClassInBending() (materials.ec3.EC3_materials.EC3Shape method) getClassInCompression() (materials.ec3.EC3_materials.CHSShape method) (materials.ec3.EC3_materials.EC3Shape method) (materials.ec3.EC3_materials.MicropileTubeShape method) getClassInternalPartInBending() (materials.ec3.EC3_materials.EC3Shape method) getClassInternalPartInCompression() (materials.ec3.EC3_materials.CHSShape method) (materials.ec3.EC3_materials.EC3Shape method) (materials.ec3.EC3_materials.MicropileTubeShape method) getClassOutstandPartInCompression() (materials.ec3.EC3_materials.EC3Shape method) getClearDist() (materials.sections.rebar_family.RebarRow method) getClearDistLap() (materials.sections.rebar_family.RebarRow method) getClosingPlateContourPoints() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getClosingPlateMidPlane() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getCmax() (rough_calculations.vaults_rough_calc.hyparUmbrella method) getCodesAndDescriptions() (actions.load_cases.LoadCaseManager method) getCodEsf() (in module misc.import_metal3_beam_intforces) getCoefficientOfFriction() (materials.aci.ACI_limit_state_checking.ShearPlane method) getCol() (xc.Matrix method) getColumnTributaryArea() (in module rough_calculations.ng_column_loads) getComb() (xc.LoadCombinationGroup method) getCombPrevia() (xc.LoadCombination method) (xc.LoadCombinationGroup method) getCommitedDampingRatio() (xc.RayleighDampingFactors method) getCommittedAvgStrain (xc.NDMaterialPhysicalProperties property) getCommittedAvgStrainComponent() (xc.NDMaterialPhysicalProperties method) getCommittedAvgStress (xc.NDMaterialPhysicalProperties property) getCommittedAvgStressComponent() (xc.NDMaterialPhysicalProperties method) getCommittedStrain() (xc.NDMaterialPhysicalProperties method) getCommittedStrains (xc.NDMaterialPhysicalProperties property) getCommittedStress() (xc.NDMaterialPhysicalProperties method) getCommittedStresses (xc.NDMaterialPhysicalProperties property) getCommittedTime() (model.predefined_spaces.PredefinedSpace method) getCommonEdges() (xc.Face method) getComponentIdFromString() (xc.ResponseId method) getComponentIndexesFromCode() (xc.ResponseId method) getComponents() (materials.sections.internal_forces.CrossSectionInternalForces method) (xc.Vector method) getComponentsFromStr() (in module import_export.neutral_load_description) getCompressedPlaneTrace() (xc.FiberSectionBase method) getCompressedStrutWidth() (xc.FiberSectionBase method) getCompressionEffectiveArea() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getCompressionReinforcementArea() (rough_calculations.ng_rc_section.RCSection method) getCompressionSizeFactor() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) (materials.awc_nds.dimensional_lumber.SouthernPineWood method) getCompressiveBendingEfficiency() (materials.concrete_base.ReinforcedConcreteLimitStrains method) getCompressiveBucklingReductionLimit() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getCompressiveBucklingReductionLimitFlange() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getCompressiveBucklingReductionLimitWeb() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getCompressiveCriticalStress() (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.astm_aisc.ASTM_materials.MemberWithEndConnections method) getCompressiveStrength() (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.awc_nds.AWCNDS_materials.WoodSection method) getCompressiveStress() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getCompStress() (rough_calculations.vaults_rough_calc.hyparUmbrella method) getConcrBreakoutStrengthShear() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getConcrBreakoutStrengthTension() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getConcreteArea() (materials.sections.fiber_section.fiber_sets.RCSets method) getConcreteBreakoutConePolygon() (materials.astm_aisc.ASTM_materials.AnchorBolt method) (materials.astm_aisc.ASTM_materials.AnchorGroup method) getConcreteCompression() (materials.sections.fiber_section.fiber_sets.RCSets method) getConcreteDiagram() (materials.sections.fiber_section.def_simple_RC_section.RCFiberSectionParameters method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getConcreteEfficiency() (materials.ehe.EHE_limit_state_checking.BlockMember method) getConcreteFlangeShearStrength() (in module materials.ec2.EC2_limit_state_checking) getConcreteFlangeShearStressStrength() (materials.ec2.EC2_materials.EC2Concrete method) getConcreteInitialTangent() (materials.sections.fiber_section.fiber_sets.RCSets method) getConcreteLimitStress() (in module materials.sia262.SIA262_limit_state_checking) getConcreteMaxMinStresses() (postprocess.control_vars.FatigueControlVars method) getConcreteMinimumCoverEffect() (materials.ec2.EC2_limit_state_checking.RebarController method) (materials.ehe.EHE_limit_state_checking.RebarController method) (materials.limit_state_checking_base.EURebarController method) getConcreteMinStress() (postprocess.control_vars.FatigueControlVars method) getConcreteStressIncrement() (postprocess.control_vars.FatigueControlVars method) getConcreteType() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getConfinementTerm() (materials.aci.ACI_limit_state_checking.RebarController method) getConnectedBodies() (xc.Face method) getConnectedEdges() (xc.Pnt method) getConnectedElements() (xc.EntMdlr method) getConnectedSurfaces() (xc.Face method) (xc.Pnt method) getConstraints (xc.Domain property) (xc.SetMeshComp property) getConstraintsByNode() (in module import_export.mesh_entities) getContainers() (import_export.sciaXML.project.Project method) (import_export.sciaXML.sXML_base.SXMLBase method) (import_export.sciaXML.sXML_block_topology.SXMLBlockTopology method) (import_export.sciaXML.sXML_mesh.SXMLMesh method) getContour() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) (xc.Face method) getContourPoints() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.PolygonalSection method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getContours() (xc.DqPtrsElem method) getContoursNodeSequences() (xc.DqPtrsElem method) getController() (materials.aci.ACI_limit_state_checking.NormalStressesRCLimitStateData method) (materials.aci.ACI_limit_state_checking.ShearResistanceRCLimitStateData method) (materials.ec2.EC2_limit_state_checking.CrackControlLimitStateData method) (materials.ec2.EC2_limit_state_checking.Ec2InPlaneStressLimitStateData method) (materials.ec2.EC2_limit_state_checking.NormalStressesLimitStateData method) (materials.ec2.EC2_limit_state_checking.ShearResistanceLimitStateData method) (materials.ec3.EC3_limit_state_checking.NormalStressesLimitStateData method) (materials.ec3.EC3_limit_state_checking.ShearResistanceLimitStateData method) (materials.ehe.EHE_limit_state_checking.BucklingParametersLimitStateData method) (materials.ehe.EHE_limit_state_checking.CrackControlLimitStateData method) (materials.ehe.EHE_limit_state_checking.NormalStressesLimitStateData method) (materials.ehe.EHE_limit_state_checking.ShearResistanceLimitStateData method) (materials.ehe.EHE_limit_state_checking.TorsionResistanceLimitStateData method) (materials.sia262.SIA262_limit_state_checking.CrackControlLimitStateData method) (materials.sia262.SIA262_limit_state_checking.NormalStressesRCLimitStateData method) (materials.sia262.SIA262_limit_state_checking.ShearResistanceRCLimitStateData method) (postprocess.limit_state_data.LimitStateData method) (postprocess.limit_state_data.SLS_LimitStateData method) getControlVarImportModuleStr() (in module postprocess.control_vars) getControlVarsDict() (postprocess.phantom_model.PhantomModel method) getConvergenceTest() (solution.predefined_solutions.SolutionProcedure method) getCooNodes() (xc.CrdTransf method) getCooPoint() (xc.CrdTransf method) getCooPoints() (xc.CrdTransf method) (xc.Element1D method) getCoordTransformation() (geom.ref_CooSysRect1d2d method) (geom.ref_CooSysRect1d3d method) (geom.ref_CooSysRect2d2d method) (geom.ref_CooSysRect2d3d method) (geom.ref_CooSysRect3d3d method) getCooSys (xc.Element0D property) getCopy() (materials.aci.ACI_limit_state_checking.ACIDoubleRebarFamily method) (materials.aci.ACI_limit_state_checking.ACIRebarFamily method) (materials.ec2.EC2_limit_state_checking.EC2RebarFamily method) (materials.ehe.EHE_limit_state_checking.EHERebarFamily method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) (materials.sections.internal_forces.CrossSectionInternalForces method) (materials.sections.rebar_family.DoubleRebarFamily method) (materials.sections.rebar_family.RebarFamily method) (materials.sia262.SIA262_limit_state_checking.SIADoubleRebarFamily method) (materials.sia262.SIA262_limit_state_checking.SIARebarFamily method) (postprocess.element_section_map.RCSlabBeamSection method) (postprocess.limit_state_data.CrossSectionInternalForces method) (postprocess.limit_state_data.GaussPointStresses method) getCorrespondingLoadCombinations() (actions.combinations.CombContainer method) (postprocess.limit_state_data.LimitStateData method) getCotgStrutAngle() (materials.ehe.EHE_limit_state_checking.ConcreteCorbel method) getCoulombTensionCrackDepth() (geotechnics.earth_pressure.BellSoil method) getCover() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) (xc.FiberSectionBase method) (xc.ListReinfLayer method) (xc.ReinfLayer method) getCoverNeg() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getCoverPos() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getCQCModalCrossCorrelationCoefficients() (xc.ModalAnalysis method) getCrackAngleEHE08() (in module materials.ehe.EHE_limit_state_checking) getCrackControlRequirement() (materials.sia262.SIA262_limit_state_checking.SIADoubleRebarFamily method) (materials.sia262.SIA262_limit_state_checking.SIARebarFamily method) getCrackingMomentStrength() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getCreepAlfa1() (materials.concrete_base.Concrete method) getCreepAlfa2() (materials.concrete_base.Concrete method) getCreepAlfa3() (materials.concrete_base.Concrete method) getCreepBetactt0() (materials.concrete_base.Concrete method) getCreepBetafcm() (materials.concrete_base.Concrete method) getCreepBetaH() (materials.concrete_base.Concrete method) getCreepBetat0() (materials.concrete_base.Concrete method) getCreepDeformation() (materials.ec2.EC2_materials.EC2Concrete method) (materials.ehe.EHE_materials.EHEConcrete method) getCreepDt() (model.predefined_spaces.PredefinedSpace method) getCreepFi0() (materials.concrete_base.Concrete method) getCreepFiRH() (materials.concrete_base.Concrete method) getCreepFitt0() (materials.concrete_base.Concrete method) getCriticalLCombs() (postprocess.limit_state_data.LimitStateData method) getCriticalStress() (materials.astm_aisc.ASTM_materials.MemberWithEndConnections method) getCriticalStressE() (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.astm_aisc.ASTM_materials.LShape method) (materials.astm_aisc.ASTM_materials.SimpleLShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getCriticalStressF() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getCrossSectionFigureFileName() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getCrossSectionProperties2D() (materials.sections.section_properties.SectionProperties method) getCrossSectionProperties2d() (xc.SectionMassProperties method) getCrossSectionProperties3D() (materials.sections.section_properties.SectionProperties method) getCrossSectionProperties3d() (xc.SectionMassProperties method) getCrossSections() (in module materials.astm_aisc.ASTM_materials) getCSVString() (materials.sections.internal_forces.CrossSectionInternalForces method) (materials.sections.internal_forces.ShellMaterialInternalForces method) getCumAngle() (materials.prestressing.prestressed_concrete.PrestressTendon method) getCumLength() (materials.prestressing.prestressed_concrete.PrestressTendon method) getCurrentDampingRatio() (xc.RayleighDampingFactors method) getCurrentLoadCase() (actions.load_cases.LoadCaseManager method) getCurrentLoadCaseName() (model.predefined_spaces.PredefinedSpace method) getCurrentLoadPattern() (model.predefined_spaces.PredefinedSpace method) getCurrentLoadPatternName() (model.predefined_spaces.PredefinedSpace method) getCurrentTime() (model.predefined_spaces.PredefinedSpace method) getCurvature() (actions.imposed_strain.imp_strain.gradThermalStrain method) getCylCooPnt() (model.geometry.grid_model.GridModel method) getDampTangent() (xc.UniaxialMaterial method) getDecoratedDisplSymbol() (postprocess.output_units.DisplacementUnits method) getDecoratedForceUnitsText() (postprocess.output_units.DynamicsUnits method) getDecoratedLengthSymbol() (postprocess.output_units.LengthUnits method) getDecoratedPressureUnitsText() (postprocess.output_units.DynamicsUnits method) getDecoratedRotSymbol() (postprocess.output_units.DisplacementUnits method) getDecoratedSymbol() (postprocess.output_units.StrainUnitless method) (postprocess.output_units.UnitDefinitionPair method) getDef() (import_export.sciaXML.project.Project method) getDefaultBeamHeader() (import_export.sciaXML.project.Project method) getDefaultCameraParameters() (postprocess.output_handler.OutputHandler method) getDefaultCoordinateTransformation() (in module model.mesh.finit_el_model) getDefaultDataLayerNodeHeader() (import_export.sciaXML.project.Project method) getDefaultElementTag() (xc.Mesh method) getDefaultMaterials() (model.predefined_spaces.PredefinedSpace method) getDefaultNodeTag() (xc.Mesh method) getDefaultStructNodeHeader() (import_export.sciaXML.node_container.NodeContainer method) (import_export.sciaXML.project.Project method) getDefFileName() (import_export.sciaXML.project.Project method) (import_export.sciaXML.sXML_base.SXMLBase method) getDeflection() (model.geometry.truss_generators.TrussGeometry method) getDeflectionUnderConcentratedLoad() (rough_calculations.ng_cantilever.Cantilever method) (rough_calculations.ng_simple_beam.SimpleBeam method) getDeflectionUnderUniformLoad() (rough_calculations.ng_cantilever.Cantilever method) (rough_calculations.ng_simple_beam.SimpleBeam method) getDeformation() (xc.DeformationPlane method) getDeformationPlane() (xc.PrismaticBarCrossSection method) getDefStr() (materials.sections.rebar_family.RebarFamily method) getDefStrings() (materials.sections.rebar_family.DoubleRebarFamily method) (materials.sections.rebar_family.RebarFamily method) getDegreeOfUtilizationForAdmissiblePressure() (rough_calculations.ng_retaining_wall.WallStabilityResults method) getDegreeOfUtilizationForBearingResistance() (rough_calculations.ng_retaining_wall.WallStabilityResults method) getDegreeOfUtilizationForOverturning() (rough_calculations.ng_retaining_wall.WallStabilityResults method) getDegreeOfUtilizationForSliding() (rough_calculations.ng_retaining_wall.WallStabilityResults method) getDeltaAngleActivePressure() (geotechnics.earth_pressure.SoilModel method) getDepth() (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) getDescompObject() (in module import_export.sciaXML.scia_loads.load_comb_container) getDescription() (postprocess.reports.graphical_reports.LoadCaseDispParameters method) (postprocess.reports.graphical_reports.RecordDisp method) getDescriptions() (materials.bridge_bearings.ElastomericBearing static method) getDesignAdherenceStress() (materials.ehe.EHE_limit_state_checking.StrandController method) (materials.ehe.EHE_materials.PrestressingSteel method) getDesignAnchorageLength() (materials.ec2.EC2_limit_state_checking.RebarController method) (materials.ec2.EC2_materials.ReinforcingSteel method) (materials.ehe.EHE_limit_state_checking.RebarController method) getDesignBearingEfficiency() (materials.astm_aisc.ASTM_materials.BoltedPlate method) getDesignBearingStrength() (materials.astm_aisc.ASTM_materials.BoltedPlate method) getDesignBlockShearEfficiency() (materials.astm_aisc.ASTM_materials.FinPlate method) getDesignBlockShearStrength() (materials.astm_aisc.ASTM_materials.FinPlate method) getDesignC() (geotechnics.frictional_soil.FrictionalSoil method) getDesignCombinedStrength() (materials.astm_aisc.ASTM_materials.BoltFastener method) getDesignCompressiveStrength() (materials.astm_aisc.ASTM_materials.ASTMShape method) getDesignConcreteBreakoutStrength() (materials.astm_aisc.ASTM_materials.AnchorBolt method) (materials.astm_aisc.ASTM_materials.AnchorGroup method) getDesignEfficiency() (materials.astm_aisc.ASTM_materials.FinPlate method) getDesignElasticPerfectlyPlasticMaterial() (materials.ec3.EC3_materials.EC3Steel method) getDesignFlexuralStrength() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) (materials.sections.structural_shapes.aisc_metric_shapes.SimpleLShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getDesignHoleDiameter() (materials.astm_aisc.ASTM_materials.BoltFastener method) getDesignPhi() (geotechnics.frictional_soil.FrictionalSoil method) getDesignPulloutStrength() (materials.astm_aisc.ASTM_materials.AnchorBolt method) getDesignShearEfficiency() (materials.astm_aisc.ASTM_materials.FinPlate method) getDesignShearRuptureStrength() (materials.astm_aisc.ASTM_materials.FinPlate method) getDesignShearStrength() (materials.astm_aisc.ASTM_materials.AnchorBolt method) (materials.astm_aisc.ASTM_materials.BoltFastener method) (materials.astm_aisc.ASTM_materials.FinPlate method) (materials.ec3.EC3_materials.BoltFastener method) (materials.ec3.EC3_materials.EC3BoltSteel method) (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getDesignShearStrengthWithoutTensionFieldAction() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getDesignShearYieldingStrength() (materials.astm_aisc.ASTM_materials.FinPlate method) getDesignSlipStrength() (materials.ec3.EC3_materials.BoltFastener method) getDesignSteelStrength() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getDesignStrength() (materials.astm_aisc.ASTM_materials.FilletWeld method) (materials.sections.rebar_family.Rebar method) getDesignStrengthShear() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getDesignStrengthTension() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getDesignTearoutEfficiency() (materials.astm_aisc.ASTM_materials.BoltedPlate method) getDesignTearoutStrength() (materials.astm_aisc.ASTM_materials.BoltedPlate method) getDesignTensileStrength() (materials.astm_aisc.ASTM_materials.AnchorBolt method) (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.astm_aisc.ASTM_materials.BoltFastener method) getDesignUltimateStress() (materials.concrete_base.PrestressingSteel method) getDesignVelocity() (in module actions.wind.IAPF_wind) getDesignWallThickness() (materials.sections.structural_shapes.aisc_metric_shapes.HFSHSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getDesignWithdrawal() (materials.awc_nds.dowel_type_fasteners.LagScrew method) (materials.awc_nds.dowel_type_fasteners.Nail method) getDeterminant() (xc.Solver method) getDiagD() (materials.sections.material_with_DK_diagrams.MaterialWithDKDiagrams method) getDiagK() (materials.sections.material_with_DK_diagrams.MaterialWithDKDiagrams method) getDiagonalLength() (postprocess.xcVtk.vtk_graphic_base.RecordDefGrid method) getDiagramIntervalRoot() (postprocess.xcVtk.diagrams.colored_diagram.ColoredDiagram method) getDiam() (materials.sections.rebar_family.Rebar method) (postprocess.element_section_map.RCSlabBeamSection method) getDiam1neg() (postprocess.element_section_map.RCSlabBeamSection method) getDiam1pos() (postprocess.element_section_map.RCSlabBeamSection method) getDiam2neg() (postprocess.element_section_map.RCSlabBeamSection method) getDiam2pos() (postprocess.element_section_map.RCSlabBeamSection method) getDiameter() (geom.Circle2d method) (materials.sections.fiber_section.def_simple_RC_section.ShearReinforcement method) (materials.sections.section_properties.CircularSection method) getDiameterForYield() (materials.awc_nds.dowel_type_fasteners.DowelFastener method) (materials.awc_nds.dowel_type_fasteners.WoodScrew method) getDiameters() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getDiamNeg() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getDiamneg() (postprocess.element_section_map.SetRCSections2SetElVerif method) getDiamPos() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getDiampos() (postprocess.element_section_map.SetRCSections2SetElVerif method) getDict() (actions.combinations.CombContainer method) (actions.combinations.CombinationRecord method) (actions.combinations.SituationCombs method) (actions.combinations.SituationsSet method) (actions.combinations.SLSCombinations method) (actions.combinations.ULSCombinations method) (actions.load_cases.LoadCase method) (actions.load_cases.LoadCaseManager method) (import_export.basic_entities.ComponentSupportRecord method) (import_export.basic_entities.SupportRecord method) (import_export.block_topology_entities.BlockData method) (import_export.block_topology_entities.BlockDict method) (import_export.block_topology_entities.BlockProperties method) (import_export.block_topology_entities.BlockRecord method) (import_export.block_topology_entities.PointDict method) (import_export.block_topology_entities.PointRecord method) (import_export.block_topology_entities.PointSupportDict method) (import_export.mesh_entities.CellDict method) (import_export.mesh_entities.CellRecord method) (import_export.mesh_entities.MaterialDict method) (import_export.mesh_entities.MaterialRecord method) (import_export.mesh_entities.MeshData method) (import_export.mesh_entities.NodeDict method) (import_export.mesh_entities.NodeRecord method) (import_export.mesh_entities.NodeSupportDict method) (import_export.mesh_entities.NodeSupportRecord method) (import_export.neutral_load_description.ElementLoadRecord method) (import_export.neutral_load_description.LoadCase method) (import_export.neutral_load_description.LoadComb method) (import_export.neutral_load_description.LoadCombComponent method) (import_export.neutral_load_description.LoadContainer method) (import_export.neutral_load_description.LoadData method) (import_export.neutral_load_description.LoadGroup method) (import_export.neutral_load_description.LoadRecord method) (import_export.neutral_load_description.NodalLoadRecord method) (import_export.neutral_load_description.PointForceRecord method) (import_export.neutral_load_description.SurfaceLoadRecord method) (import_export.neutral_mesh_description.GroupRecord method) (import_export.neutral_mesh_description.MEDMeshData method) (import_export.neutral_mesh_description.XCImportExportData method) (materials.astm_aisc.ASTM_materials.AnchorBolt method) (materials.astm_aisc.ASTM_materials.AnchorGroup method) (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.astm_aisc.ASTM_materials.ASTMSteel method) (materials.astm_aisc.ASTM_materials.BoltFastener method) (materials.astm_aisc.ASTM_materials.CHSSShape method) (materials.astm_aisc.ASTM_materials.CShape method) (materials.astm_aisc.ASTM_materials.HFSHSShape method) (materials.astm_aisc.ASTM_materials.HSSShape method) (materials.astm_aisc.ASTM_materials.IShape method) (materials.astm_aisc.ASTM_materials.LShape method) (materials.astm_aisc.ASTM_materials.SimpleLShape method) (materials.astm_aisc.ASTM_materials.WShape method) (materials.bridge_bearings.Bearing method) (materials.bridge_bearings.ElastomericBearing method) (materials.concrete_base.Concrete method) (materials.concrete_base.ReinforcingSteel method) (materials.ehe.EHE_limit_state_checking.SectionBucklingProperties method) (materials.ehe.EHE_materials.EHEConcrete method) (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (materials.sections.fiber_section.def_simple_RC_section.RCFiberSectionParameters method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) (materials.sections.fiber_section.def_simple_RC_section.ShearReinforcement method) (materials.sections.fiber_section.def_simple_RC_section.TorsionReinforcement method) (materials.sections.internal_forces.CrossSectionInternalForces method) (materials.sections.internal_forces.ShellMaterialInternalForces method) (materials.sections.material_with_DK_diagrams.MaterialWithDKDiagrams method) (materials.sections.RC_sections_container.SectionContainer method) (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.SteelShape method) (materials.steel_base.BasicSteel method) (materials.typical_materials.BasicElasticMaterial method) (materials.typical_materials.ElasticPerfectlyPlasticMaterial method) (postprocess.control_vars.AxialForceControlVars method) (postprocess.control_vars.BiaxialBendingControlVars method) (postprocess.control_vars.BiaxialBendingStrengthControlVars method) (postprocess.control_vars.CFNMyMz method) (postprocess.control_vars.ControlVarsBase method) (postprocess.control_vars.CrackControlBaseVars method) (postprocess.control_vars.CrackControlVars method) (postprocess.control_vars.FatigueControlBaseVars method) (postprocess.control_vars.FatigueControlVars method) (postprocess.control_vars.N method) (postprocess.control_vars.NMy method) (postprocess.control_vars.NMyMz method) (postprocess.control_vars.RCBucklingControlVars method) (postprocess.control_vars.RCCrackControlVars method) (postprocess.control_vars.RCCrackStraightControlVars method) (postprocess.control_vars.RCShearControlVars method) (postprocess.control_vars.ShearYControlVars method) (postprocess.control_vars.ShVy method) (postprocess.control_vars.SIATypeRCShearControlVars method) (postprocess.control_vars.SteelBucklingControlVars method) (postprocess.control_vars.SteelShapeBiaxialBendingControlVars method) (postprocess.control_vars.UniaxialBendingControlVars method) (postprocess.control_vars.VonMisesControlVars method) (postprocess.element_section_map.ElementSectionMap method) (postprocess.element_section_map.ElementSections method) (postprocess.element_section_map.RawShellSections method) (postprocess.element_section_map.RCMemberSection method) (postprocess.element_section_map.RCSlabBeamSection method) (postprocess.limit_state_data.CrossSectionInternalForces method) (postprocess.limit_state_data.GaussPointStresses method) (postprocess.RC_material_distribution.RCMaterialDistribution method) getDifference() (geom_utils.longitudinal_profile.GuitarString method) (geom_utils.longitudinal_profile.LongProfile method) getDim() (xc.ProtoTruss method) getDimension (xc.Element0D property) getDimension() (geom.Dir3d method) (geom.GeomObj method) (geom.Pos2d method) (geom.Pos3d method) (geom.Surface2d method) (geom.Vector2d method) (geom.Vector3d method) (xc.ClosedTriangleMesh method) getDimensionlessMomentRatio() (rough_calculations.ng_rc_section.RCSection method) getDimensionlessReinforcementRatio() (rough_calculations.ng_rc_section.RCSection method) getDirectionObjectItem() (import_export.sciaXML.scia_loads.load_component_base.LoadComponentBase method) getDisp() (xc.GroundMotion method) getDispComponentIndexFromName() (model.predefined_spaces.SolidMechanics2D method) (model.predefined_spaces.SolidMechanics3D method) (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) getDisplacementComponentsLabels() (model.predefined_spaces.SolidMechanics2D method) (model.predefined_spaces.SolidMechanics3D method) (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) getDisplacementDOFs() (model.predefined_spaces.SolidMechanics2D method) (model.predefined_spaces.SolidMechanics3D method) (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) getDisplacementFileHeader() (model.predefined_spaces.PredefinedSpace method) getDisplacementsDict() (in module postprocess.reports.export_displacements) (postprocess.limit_state_data.LimitStateData method) getDisplacementsFileName() (postprocess.limit_state_data.LimitStateData method) getDisplacementsResultsPath() (postprocess.limit_state_data.LimitStateData method) getDisplacementUnitsDescription() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.OutputUnits method) getDisplacementUnitsScaleFactor() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.OutputUnits method) getDisplacementVector() (model.predefined_spaces.SolidMechanics2D method) (model.predefined_spaces.SolidMechanics3D method) (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) getDisplaySettingsBlockTopo() (postprocess.output_handler.OutputHandler method) getDisplaySettingsFE() (postprocess.output_handler.OutputHandler method) getDispVelAccel() (xc.GroundMotion method) getDistanceBetweenWebToes() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getDistributedGlobalForces() (xc.BeamUniformLoad method) getDistributedGlobalMoments() (xc.BeamUniformLoad method) (xc.ShellUniformLoad method) getDistributedLocalForces() (xc.BeamUniformLoad method) getDistributedLocalMoments() (xc.BeamUniformLoad method) (xc.ShellUniformLoad method) getDistributionFactor() (xc.EigenAnalysis method) getDistributionFactors() (xc.EigenAnalysis method) getDistributionObjectItem() (import_export.sciaXML.scia_loads.load_component_base.LoadComponentBase method) getDistxAB() (rough_calculations.masonry_vault.archGeometry method) getDistxAC() (rough_calculations.masonry_vault.archGeometry method) getDistxBD() (rough_calculations.masonry_vault.archGeometry method) getDistXY() (in module geom_utils.longitudinal_profile) getDistXYZ() (in module geom_utils.longitudinal_profile) getDOFNumber (xc.SFreedom_Constraint property) getDomain (xc.Analysis property) (xc.DomainComponent property) (xc.PropRecorder property) getDomainStamp() (xc.EigenAnalysis method) getDowelBearingStrength() (materials.awc_nds.AWCNDS_materials.Wood method) getDressedThickness() (in module materials.awc_nds.dimensional_lumber) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getDressedWidth() (in module materials.awc_nds.dimensional_lumber) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getDuration() (xc.GroundMotion method) (xc.TimeSeries method) getDxfFileName() (import_export.neutral_mesh_description.XCImportExportData method) getE() (materials.awc_nds.AWCNDS_materials.OSBPanelSection method) (rough_calculations.masonry_vault.resistance method) getEAdj() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getEarthThrusts() (geotechnics.earth_pressure.SoilModel method) getEbearing() (materials.bridge_bearings.ElastomericBearing method) getEc0() (materials.ehe.EHE_materials.EHEConcrete method) getEccentricity() (rough_calculations.ng_retaining_wall.RetainingWall method) getEcm() (materials.aci.ACI_materials.ACIConcrete method) (materials.ec2.EC2_materials.EC2Concrete method) (materials.ehe.EHE_materials.EHEConcrete method) getEcmT() (materials.ec2.EC2_materials.EC2Concrete method) (materials.ehe.EHE_materials.EHEConcrete method) getEdge() (geom.Polygon3d method) getEffectDigHeight() (rough_calculations.predim_diaphragm_wall.DiaphragmWallRoughModel method) getEffectiveArea() (materials.astm_aisc.ASTM_materials.FilletWeld method) (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getEffectiveAreaPerUnitLength() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getEffectiveConcreteAreaLimitLine() (xc.FiberSectionBase method) getEffectiveCover() (materials.sections.rebar_family.DoubleRebarFamily method) (materials.sections.rebar_family.RebarRow method) getEffectiveDepth() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) (rough_calculations.ng_pile_cap.TwoPileCap method), [1] (xc.FiberSectionBase method) getEffectiveDepthSegment() (xc.FiberSectionBase method) getEffectiveInertia() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getEffectiveLength() (materials.astm_aisc.ASTM_materials.FilletWeld method) (materials.astm_aisc.ASTM_materials.MemberWithEndConnections method) (materials.awc_nds.AWCNDS_materials.MemberLoadingCondition method) getEffectiveModalMass() (xc.Domain method) (xc.EigenAnalysis method) getEffectiveModalMasses() (xc.Domain method) (xc.EigenAnalysis method) getEffectivePressure() (actions.earth_pressure.earth_pressure.EarthPressureModel method) getEffectiveSectionModulus() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getEffectiveVerticalPressure() (actions.earth_pressure.earth_pressure.EarthPressureModel method) getEffectiveWidth() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getEHEBucklingParametersDict() (materials.ehe.EHE_limit_state_checking.BucklingParametersLimitStateData method) getEI1() (xc.PrismaticBarCrossSection method) getEI2() (xc.PrismaticBarCrossSection method) getEigenAnalysis (xc.LinearBucklingAnalysis property) getEigenvalue() (xc.Domain method) (xc.EigenAnalysis method) (xc.LinearBucklingAnalysis method) (xc.LinearBucklingEigenAnalysis method) getEigenvalues() (xc.Domain method) (xc.EigenAnalysis method) getEigenvaluesList() (xc.Domain method) (xc.EigenAnalysis method) (xc.LinearBucklingAnalysis method) getEigenvector() (xc.EigenAnalysis method) getEigenvectors() (xc.EigenAnalysis method) getEigenvectorsMaxNormInf() (model.predefined_spaces.PredefinedSpace method) (xc.Mesh method) getElasticBucklingStress() (materials.astm_aisc.ASTM_materials.MemberWithEndConnections method) getElasticLateralTorsionalBucklingMoment() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getElasticMaterialData() (materials.concrete_base.Concrete method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getElasticMembranePlateSection() (postprocess.element_section_map.RCSlabBeamSection method) getElasticMomentY() (materials.sections.structural_steel.SteelShape method) getElasticMomentZ() (materials.sections.structural_steel.SteelShape method) getElasticSectionModulusY() (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) getElasticSectionModulusZ() (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) getElement() (xc.Domain method) (xc.EntMdlr method) (xc.Mesh method) getElementalLoadIter (xc.LoadContainer property) getElementComponentData() (postprocess.xcVtk.diagrams.control_var_diagram.ControlVarDiagram method) (postprocess.xcVtk.diagrams.vtk_internal_force_diagram.InternalForceDiagram method) getElementDimension() (postprocess.element_section_map.ElementSectionMap method) getElementDimensions() (xc.SetMeshComp method) getElementFunctionOrdinates() (model.geometry.geom_utils.LineWrapper method) getElementHandler() (model.predefined_spaces.PredefinedSpace method) getElementIter (xc.Mesh property) getElementLoadComponents() (in module import_export.sciaXML.scia_loads.element_load_container) getElementLoadObjects() (in module import_export.sciaXML.scia_loads.element_load_container) getElementMaterials() (xc.SetMeshComp method) getElementReferenceItem() (import_export.sciaXML.scia_loads.element_load_container.ElementLoadComponent method) getElementResponseId() (xc.BeamLoad method) getElements (xc.SetMeshComp property) getElements() (model.geometry.geom_utils.LineWrapper method) (model.predefined_spaces.PredefinedSpace method) (postprocess.utils_display.PartToDisplay method) getElementSet() (postprocess.RC_material_distribution.RCMaterialDistribution method) (postprocess.utils_display.PartToDisplay method) getElementStrainsMatrix() (xc.BeamStrainLoad method) (xc.BidimStrainLoad method) (xc.TrussStrainLoad method) getElementTypes() (xc.SetMeshComp method) getElongXlocal() (materials.bridge_bearings.PotBearing method) getElongYlocal() (materials.bridge_bearings.PotBearing method) getElongZlocal() (materials.bridge_bearings.PotBearing method) getEminAdj() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.AWCNDS_materials.TJIDummyWood method) (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getEntities (xc.Set property) getEntitiesSet() (xc.Set method) getEnvelope() (geom_utils.longitudinal_profile.LongProfile method) getEnvelopeInternalForces() (rough_calculations.ng_retaining_wall.RetainingWall method) getEPPlaneObject() (in module import_export.sciaXML.ep_plane_container) getEpsc1() (materials.ec2.EC2_materials.EC2Concrete method) getEpsc1d() (materials.sia262.SIA262_materials.ConcreteSIA262 method) getEpsc2() (materials.aci.ACI_materials.ACIConcrete method) (materials.ec2.EC2_materials.EC2Concrete method) (materials.ehe.EHE_materials.EHEConcrete method) getEpsc2d() (materials.sia262.SIA262_materials.ConcreteSIA262 method) getEpsc3() (materials.ec2.EC2_materials.EC2Concrete method) getEpscu1() (materials.ec2.EC2_materials.EC2Concrete method) getEpscu2() (materials.aci.ACI_materials.ACIConcrete method) (materials.ec2.EC2_materials.EC2Concrete method) (materials.ehe.EHE_materials.EHEConcrete method) (materials.sia262.SIA262_materials.ConcreteSIA262 method) getEpscu3() (materials.ec2.EC2_materials.EC2Concrete method) getEpsilonXEHE08() (in module materials.ehe.EHE_limit_state_checking) getEquation7_6_2Factor() (materials.astm_aisc.ASTM_materials.ASTMSteel method) getEquivalentDiameter() (xc.Fiber method) getEquivalentStaticLoad() (xc.EigenAnalysis method) getEquivalentWallThickness() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getEta() (rough_calculations.masonry_vault.permLoadResult method) getEtaC() (materials.ec2.EC2_materials.EC2Concrete method) getEtaW() (rough_calculations.masonry_vault.permLoadResult method) getExpN() (materials.ec2.EC2_materials.EC2Concrete method) (materials.ehe.EHE_materials.EHEConcrete method) getExternalDiameter() (materials.sections.section_properties.CircularSection method) getExternalNodes (xc.NodePtrsWithIDs property) getExtRadius() (materials.sections.section_properties.CircularSection method) getExtrapolatedValues() (xc.ElemWithMaterial4N_Mech2D method) (xc.ElemWithMaterial4N_SFD method) (xc.ProtoTruss method) getExtremeMoment() (materials.ec3.EC3_limit_state_checking.MomentGradientFactorC1 method) getF() (rough_calculations.masonry_vault.resistance method) getF1cdEHE08() (in module materials.ehe.EHE_limit_state_checking) getF3cd() (materials.ehe.EHE_limit_state_checking.BlockMember method) getFace() (xc.Block method) getFactor() (xc.CFactorSeries method) (xc.TimeSeries method) getFactor1N() (in module materials.eota.EOTA_TR029_limit_state_checking) getFactor2cN() (in module materials.eota.EOTA_TR029_limit_state_checking) getFactor2pN() (in module materials.eota.EOTA_TR029_limit_state_checking) getFactor2spN() (in module materials.eota.EOTA_TR029_limit_state_checking) getFactor3N() (in module materials.eota.EOTA_TR029_limit_state_checking) getFactorCrackingN() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getFactorCrackingV() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getFactorEdgeN() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getFactorEdgeV() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getFactorModifN() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getFb() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.AWCNDS_materials.HeaderSection method) (materials.awc_nds.AWCNDS_materials.LSL method) (materials.awc_nds.AWCNDS_materials.LSL_135E method) (materials.awc_nds.AWCNDS_materials.OSBPanelSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) (materials.awc_nds.dimensional_lumber.SouthernPineWood method) getFbAdj() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.AWCNDS_materials.HeaderSection method) (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getFc() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) (materials.awc_nds.dimensional_lumber.SouthernPineWood method) getFc_perpAdj() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getFcAdj() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.AWCNDS_materials.HeaderSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getFckt() (materials.concrete_base.Concrete method) getFcm() (materials.concrete_base.Concrete method) getFcmT() (materials.concrete_base.Concrete method) getFctk005() (materials.concrete_base.Concrete method) getFctk095() (materials.concrete_base.Concrete method) getFctm() (materials.aci.ACI_materials.ACIConcrete method) (materials.ec2.EC2_materials.EC2Concrete method) (materials.ehe.EHE_materials.EHEConcrete method) getFctmT() (materials.ec2.EC2_materials.EC2Concrete method) getFcv() (in module materials.ehe.EHE_limit_state_checking) getFcvEH91() (in module materials.ehe.EHE_limit_state_checking) getFcvEHE08() (in module materials.ehe.EHE_limit_state_checking) getFcvMinEHE08() (in module materials.ehe.EHE_limit_state_checking) getFffectDistAnch() (rough_calculations.predim_diaphragm_wall.DiaphragmWallRoughModel method) getFiberLocation() (xc.Fiber method) getFibers() (xc.FiberSectionBase method) getFiberSection3d() (materials.sections.structural_steel.IShape method) getFiberSectionRepr() (xc.FiberSectionBase method) getFiberSets() (xc.FiberSectionBase method) getFiberWithMaxStrain() (materials.sections.fiber_section.fiber_sets.FiberSet method) getFiberWithMinStrain() (materials.sections.fiber_section.fiber_sets.FiberSet method) getFieldNames() (postprocess.control_vars.ControlVarsBase method) getFigureDefinitionList() (postprocess.displayable_results.ResultsDescriptionContainer method) getFileName() (import_export.sciaXML.project.Project method) (import_export.sciaXML.sXML_base.SXMLBase method) (postprocess.utils_display.FigureBase method) getFilletMaximumLeg() (materials.astm_aisc.ASTM_materials.BoltedPlate method) (materials.astm_aisc.ASTM_materials.GussetPlate method) getFilletMinimumLeg() (materials.astm_aisc.ASTM_materials.BoltedPlate method) (materials.astm_aisc.ASTM_materials.GussetPlate method) getFilletWeldCondition1CapacityFactor() (in module materials.eae.EAE_limit_state_checking) getFilletWeldCondition2CapacityFactor() (in module materials.eae.EAE_limit_state_checking) getFilletWeldLegSize() (materials.astm_aisc.ASTM_materials.FinPlate method) getFilletWeldMaximumLeg() (in module materials.astm_aisc.ASTM_materials) getFilletWeldMaximumLegSheets() (in module materials.astm_aisc.ASTM_materials) getFilletWeldMaximumThroatDepth() (in module materials.eae.EAE_limit_state_checking) getFilletWeldMaximumThroatDepthSheets() (in module materials.eae.EAE_limit_state_checking) getFilletWeldMinimumLeg() (in module materials.astm_aisc.ASTM_materials) getFilletWeldMinimumLegSheets() (in module materials.astm_aisc.ASTM_materials) getFilletWeldMinimumThroatDepth() (in module materials.eae.EAE_limit_state_checking) getFilletWeldMinimumThroatDepthSheets() (in module materials.eae.EAE_limit_state_checking) getFilletWeldThroatPlaneCapacityFactor() (in module materials.eae.EAE_limit_state_checking) getFilletWeldThroatPlaneCondition1CapacityFactor() (in module materials.eae.EAE_limit_state_checking) getFilletWeldThroatPlaneCondition2CapacityFactor() (in module materials.eae.EAE_limit_state_checking) getFilletWeldThroatPlaneYieldCriteriaLHS() (in module materials.eae.EAE_limit_state_checking) getFilletWeldUltimateNormalStress() (in module materials.eae.EAE_limit_state_checking) getFilletWeldYieldCriteriaLHS() (in module materials.eae.EAE_limit_state_checking) getFilletWeldYieldCriteriaRHSValue() (in module materials.eae.EAE_limit_state_checking) getFireDesignAdjustementFactor() (in module materials.awc_nds.AWCNDS_materials) getFirstNode() (in module model.geometry.geom_utils) (model.geometry.geom_utils.LineWrapper method) getFl() (materials.sections.structural_shapes.aisc_metric_shapes.IShape method) getFlangeBoltArray() (materials.astm_aisc.ASTM_materials.ConnectedMember method) getFlangeBoltedPlateCore() (materials.astm_aisc.ASTM_materials.ConnectedMember method) getFlangeGrossArea() (materials.astm_aisc.ASTM_materials.ASTMShape method) getFlangeLocalBucklingLimit() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getFlangeMaximumBolt() (materials.astm_aisc.ASTM_materials.ASTMShape method) getFlangeMaximumBoltDiameter() (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.astm_aisc.ASTM_materials.CShape method) getFlangeMaximumHoleDiameter() (materials.astm_aisc.ASTM_materials.ASTMShape method) getFlangeShearResistanceShearReinfStress() (in module materials.ec2.EC2_limit_state_checking) getFlangeStrutAngleLimits() (in module materials.ec2.EC2_limit_state_checking) getFlangeThickness() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getFlangeWidth() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getFlangeYieldStrength() (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.astm_aisc.ASTM_materials.CShape method) getFlechaVigaBiapQUnif() (in module rough_calculations.beam_deflection) getFlexibility() (xc.SectionForceDeformation method) (xc.UniaxialMaterial method) getFlexuralBucklingCriticalStress() (materials.astm_aisc.ASTM_materials.ASTMShape method) getFlexuralConstant() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) getFlexuralCriticalSlendernessRatio() (materials.astm_aisc.ASTM_materials.ASTMShape method) getFlexuralEfficiency() (materials.awc_nds.AWCNDS_materials.WoodSection method) getFlexuralElasticBucklingStress() (materials.astm_aisc.ASTM_materials.ASTMShape method) getFlexuralElasticBucklingStressOnAxis() (materials.astm_aisc.ASTM_materials.ASTMShape method) getFlexuralSlendernessRatio() (materials.astm_aisc.ASTM_materials.ASTMShape method) getFlexuralStrength() (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.awc_nds.AWCNDS_materials.WoodSection method) (materials.ehe.EHE_materials.EHEConcrete method) getFlexuralTensileStrain() (materials.ec2.EC2_materials.EC2Concrete method) (materials.ehe.EHE_materials.EHEConcrete method) getFlexuralTensileStrength() (materials.ec2.EC2_materials.EC2Concrete method) (materials.ehe.EHE_materials.EHEConcrete method) getFlexureLegsClassification() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getFloatingNodes() (model.predefined_spaces.PredefinedSpace method) getFootingMidPlane() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getFootingWidth() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getForce (xc.NodalLoad property) getForce() (rough_calculations.ng_prestressed_concrete.prestressingWire method) (xc.Fiber method) getForceComponents() (model.predefined_spaces.SolidMechanics2D method) (model.predefined_spaces.SolidMechanics3D method) (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) getForces2D() (actions.earth_pressure.earth_pressure.PressureModelBase method) getForceUnitsDescription() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.OutputUnits method) getForceUnitsScaleFactor() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.OutputUnits method) getForceUnitSymbol() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.DynamicsUnits method) (postprocess.output_units.OutputUnits method) getFormatConversionFactor() (in module materials.awc_nds.AWCNDS_materials) getFoundationCenterPosition() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getFoundationDepth() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getFoundationPlane() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getFoundationReinforcement() (rough_calculations.ng_retaining_wall.RetainingWall method) getFoundationRotation() (rough_calculations.ng_retaining_wall.RetainingWall method) getFoundationSections() (rough_calculations.ng_retaining_wall.RetainingWall method) getFrequencies() (xc.Domain method) (xc.EigenAnalysis method) getFrequency() (xc.Domain method) (xc.EigenAnalysis method) getFt() (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) (materials.awc_nds.dimensional_lumber.SouthernPineWood method) getFtAdj() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.AWCNDS_materials.TJIDummyWood method) (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getFullConnectionsResultsPath() (postprocess.config.default_config.ProjectDirTree method) getFullCrackedSectionStiffnesFactor() (in module materials.sia262.SIA262_materials) getFullGraphicsPath() (postprocess.config.default_config.ProjectDirTree method) getFullReactionsResultsPath() (postprocess.config.default_config.ProjectDirTree method) getFullReportPath() (postprocess.config.default_config.ProjectDirTree method) getFullResultsPath() (postprocess.config.default_config.ProjectDirTree method) getFullTextReportPath() (postprocess.config.default_config.ProjectDirTree method) getFullVerifPath() (postprocess.config.default_config.ProjectDirTree method) (postprocess.limit_state_data.LimitStateData method) getFundamentalBendingFrequencies() (rough_calculations.ng_cantilever.Cantilever method) (rough_calculations.ng_simple_beam.SimpleBeam method) getFuta() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getFv() (materials.awc_nds.AWCNDS_materials.HeaderSection method) (materials.awc_nds.AWCNDS_materials.OSBPanelSection method) getFvAdj() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.AWCNDS_materials.HeaderSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getFXlocal() (materials.bridge_bearings.PotBearing method) getFYlocal() (materials.bridge_bearings.PotBearing method) getFZlocal() (materials.bridge_bearings.PotBearing method) getG() (rough_calculations.masonry_vault.resistance method) getG22ShearBucklingStrengthCoefficient() (in module materials.sections.structural_shapes.aisc_metric_shapes) getG22WebShearBucklingStrengthCoefficient() (in module materials.sections.structural_shapes.aisc_metric_shapes) getGammaD() (rough_calculations.masonry_vault.archGeometry method) getGeneralizedStrain() (xc.UniaxialMaterial method) getGeneralizedStrains() (xc.DeformationPlane method) getGeneralizedStress() (xc.UniaxialMaterial method) getGeometricABCPositions() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getGeometricAxesMoments() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getGeometricPlasticMoment() (materials.sections.structural_shapes.aisc_metric_shapes.SimpleLShape method) getGeometricYieldMoment() (materials.sections.structural_shapes.aisc_metric_shapes.SimpleLShape method) getGeomObject() (import_export.block_topology_entities.BlockRecord method) getGlobalCoordinates() (geom.CooSysRect1d2d method) (geom.CooSysRect1d3d method) (geom.CooSysRect2d2d method) (geom.CooSysRect2d3d method) (geom.CooSysRect3d3d method) (geom.ref_CooSysRect1d2d method) (geom.ref_CooSysRect1d3d method) (geom.ref_CooSysRect2d2d method) (geom.ref_CooSysRect2d3d method) (geom.ref_CooSysRect3d3d method) getGlobalForces() (xc.BeamMecLoad method) getGlobalMatrix() (geom.CooSys method) getGlobalMoments() (xc.BeamMecLoad method) (xc.ShellMecLoad method) getGlobalPosition() (geom.ref_CooSysRect1d2d method) (geom.ref_CooSysRect1d3d method) (geom.ref_CooSysRect2d2d method) (geom.ref_CooSysRect2d3d method) (geom.ref_CooSysRect3d3d method) getGlobalPressures() (xc.ShellUniformLoad method) getGlobalResistingForce() (xc.CrdTransf method) getGlobalStiffMatrix() (xc.CrdTransf method) getGlobalVectors() (xc.BeamMecLoad method) getGridBND() (postprocess.xcVtk.vtk_graphic_base.RecordDefGrid method) getGrossAreaSubjectedToBlockShear() (materials.astm_aisc.ASTM_materials.FinPlate method) getGrossAreaSubjectedToShear() (materials.astm_aisc.ASTM_materials.FinPlate method) getGrossEffectiveConcreteArea() (xc.FiberSectionBase method) getGrossEffectiveConcreteAreaContour() (xc.FiberSectionBase method) getGrossMomentOfInertia() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getGrossSectionYieldingLoad() (materials.astm_aisc.ASTM_materials.BoltedPlate method) getGroup() (materials.astm_aisc.ASTM_materials.BoltFastener method) getGuitarStringFromPline3D() (in module geom_utils.longitudinal_profile) getGustFactor() (in module actions.wind.IAPF_wind) getGyrationRadiusY() (materials.sections.structural_steel.SteelShape method) getGyrationRadiusZ() (materials.sections.structural_steel.SteelShape method) getH() (import_export.sciaXML.xml_basics.scxml_object_item.SCXMLObjectItem method) (rough_calculations.masonry_vault.resistance method) getH0() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH1() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH10() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH11() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH12() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH13() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH14() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH15() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH16() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH17() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH18() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH19() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH2() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH20() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH3() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH4() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH5() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH6() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH7() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH8() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getH9() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) getHA() (rough_calculations.masonry_vault.resistance method) getHalfBottomFlangeMidPlaneContourPoints() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getHalfTopFlangeMidPlaneContourPoints() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getHB() (rough_calculations.masonry_vault.resistance method) getHb() (rough_calculations.suspension_bridge_simple_model.SuspensionBridgeRoughModel method) getHCable() (rough_calculations.cable_stayed_bridge_simple_model.CableStayedBridgeRoughModel method) getHClassification() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getHeader() (import_export.sciaXML.xml_basics.scxml_table_xmlnodes.SCXMLTableXMLNodes method) getHeelEndNode() (rough_calculations.ng_retaining_wall.RetainingWall method) getHeelEndNodePosition() (rough_calculations.ng_retaining_wall.RetainingWall method) getHeelInternalForces() (rough_calculations.ng_retaining_wall.RetainingWall method) getHeightFactor() (in module actions.wind.IAPF_wind) getHeightOfBackfillAboveHeel() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getHexahedron() (xc.Block method) getHFlexureClassification() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getHm() (rough_calculations.suspension_bridge_simple_model.SuspensionBridgeRoughModel method) getHoleBlocks() (materials.astm_aisc.ASTM_materials.AnchorGroup method) getHoles() (import_export.block_topology_entities.BlockData method) (import_export.block_topology_entities.BlockRecord method) (xc.Face method) getHollowShapedSectionBucklingCurve() (in module materials.ec3.EC3_materials) getHomogenizationCoefficient() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getHomogenizedI() (xc.FiberSectionBase method) getHoopLinearForce() (rough_calculations.vaults_rough_calc.SphericalDome method) getHorizontalAccel1Person() (in module materials.ec5.EC5_limit_state_checking) getHorizontalAccelNPersons() (in module materials.ec5.EC5_limit_state_checking) getHorizontalStiffness() (materials.bridge_bearings.PTFEPotBearingMat method) getHorizontalStirrupsReqArea() (rough_calculations.ng_pile_cap.TwoPileCap method), [1] getHorizSupportReaction() (rough_calculations.vaults_rough_calc.SphericalDome method) getI() (import_export.sciaXML.xml_basics.scxml_object_item.SCXMLObjectItem method) (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) getI1 (xc.ReinfBar property) getI1() (xc.CrossSectionProperties3d method) getI1GrossSection() (xc.SectionMassProperties method) getI1HomogenizedSection() (xc.SectionMassProperties method) getI2 (xc.ReinfBar property) getI2() (xc.CrossSectionProperties3d method) getI2GrossSection() (xc.SectionMassProperties method) getI2HomogenizedSection() (xc.SectionMassProperties method) getIAxisDir_aGrossSection() (xc.SectionMassProperties method) getIAxisDir_aHomogenizedSection() (xc.SectionMassProperties method) getIAxisDir_bGrossSection() (xc.SectionMassProperties method) getIAxisDir_bHomogenizedSection() (xc.SectionMassProperties method) getIAxisDirA (xc.ReinfBar property) getIAxisDirB (xc.ReinfBar property) getId() (import_export.sciaXML.xml_basics.scxml_base.SCXMLBase method) (import_export.sciaXML.xml_basics.scxml_obj_base.SCXMLObjBase method) getIdentifiers() (xc.ResponseId method) getIdsLineasSet() (in module model.model_inquiry) getIdx (xc.DomainComponent property) getIdxNodes (xc.MFreedom_ConstraintBase property) getIh() (materials.sections.stress_calc.StressCalc method) getIJKfromXYZ() (model.geometry.grid_model.GridModel method) getIJKrangeFromXYZrange() (model.geometry.grid_model.GridModel method) getIMax() (model.geometry.grid_model.IJKRange method) getIMaxPropFiber() (in module materials.sections.fiber_section.fiber_sets) getIMin() (model.geometry.grid_model.IJKRange method) getIMinPropFiber() (in module materials.sections.fiber_section.fiber_sets) getIndexOfDistalEdge() (geom.Polygon3d method) getIndexOfDistalVertex() (geom.Polygon3d method) getIndexOfProximalEdge() (geom.Polygon3d method) getIndexOfProximalVertex() (geom.Polygon3d method) getInerciaTorsionCajonMonocelular() (in module materials.sections.section_properties) getInertiaAxes() (xc.PrismaticBarCrossSection method) getInertiaAxesGrossSection() (xc.SectionMassProperties method) getInertiaAxesHomogenizedSection() (xc.SectionMassProperties method) getInitialDampingRatio() (xc.RayleighDampingFactors method) getInitialDeformationPlane() (xc.PrismaticBarCrossSection method) getInitialFlexibility() (xc.SectionForceDeformation method) (xc.UniaxialMaterial method) getInitialGeneralizedStrain() (xc.UniaxialMaterial method) getInitialGlobalStiffMatrix() (xc.CrdTransf method) getInitialSectionDeformation() (xc.FiberSectionBase method) getInitialStiffness() (xc.SetMeshComp method) getInitialStrain() (xc.ElasticIsotropicMaterial method) (xc.UniaxialMaterial method) getInitialStressLimit() (materials.ehe.EHE_materials.PrestressingSteel method) getInitialTangent() (xc.NDMaterial method) (xc.UniaxialMaterial method) getInitialTangentStiffness() (xc.SectionForceDeformation method) getInPlaneShearStress() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getInscribedPolygon() (geom.Circle2d method) getIntegratedU() (rough_calculations.ng_prestressed_concrete.prestressingWire method) getInteriorNodes() (in module model.geometry.geom_utils) (model.geometry.geom_utils.LineWrapper method) getInternalDiameter() (materials.sections.section_properties.CircularSection method) getInternalForcesAxes() (xc.FiberSectionBase method) (xc.PrismaticBarCrossSection method) getInternalForcesDict() (postprocess.limit_state_data.LimitStateData method) (postprocess.limit_state_data.VonMisesStressLimitStateData method) getInternalForcesFileName() (postprocess.limit_state_data.LimitStateData method) getInternalForcesResultsPath() (postprocess.config.default_config.ProjectDirTree method) (postprocess.limit_state_data.LimitStateData method) getInternalForcesSubset() (postprocess.limit_state_data.LimitStateData method) getInternalForcesTransformation (xc.ZeroLengthSection property) getInternalForcesTuple() (materials.ehe.EHE_limit_state_checking.BucklingParametersLimitStateData method) (postprocess.limit_state_data.LimitStateData method) getInterpolatedValues() (geom_utils.longitudinal_profile.LongProfile method) getInterpolation1d() (geom_utils.longitudinal_profile.GuitarString method) getIntersection() (geom.Plane3d method) (geom.Polygon3d method) (geom_utils.section_by_plane.SectionByPlane method) (xc.InteractionDiagram method) (xc.InteractionDiagram2d method) getIntersectionPoints() (geom_utils.section_by_plane.SectionByPlane method) getIntersectionWith3DLine() (geom_utils.section_by_folding_planes.XYFoldingPlanes method) getIntersectionWith3DSegment() (geom_utils.section_by_folding_planes.XYFoldingPlanes method) getIntersLine3d() (geom.Plane3d method) getIntersPlane() (geom.Plane3d method) getIntersRay3d() (geom.Plane3d method) getIntersSegment3d() (geom.Plane3d method) getIntRadius() (materials.sections.section_properties.CircularSection method) getInverse() (xc.Matrix method) getIO() (xc.ReinfBar method) getIOGrossSection() (xc.SectionMassProperties method) getIOHomogenizedSection() (xc.SectionMassProperties method) getIRange() (model.geometry.grid_model.IJKRange method) getIShapedRolledSectionBucklingCurve() (in module materials.ec3.EC3_materials) getItemWithMaxProp() (in module postprocess.prop_statistics) getItemWithMinProp() (in module postprocess.prop_statistics) getIVector (geom.Ray3d property) (xc.Element0D property) (xc.QuadSurface property) getIVector() (geom.CooSysRect1d2d method) (geom.CooSysRect1d3d method) (geom.CooSysRect2d2d method) (geom.CooSysRect2d3d method) (geom.CooSysRect3d3d method) (geom.D2to3d method) (geom.Ref1d2d method) (geom.Ref1d3d method) (geom.Ref2d2d method) (geom.Ref2d3d method) (geom.Ref3d3d method) getIx (xc.ReinfBar property) getIx() (geom.BND2d method) (geom.BND3d method) (geom.Circle2d method) (geom.GeomObj2d method) (geom.GeomObj3d method) (geom.MatrixPos2d method) (xc.ClosedTriangleMesh method) getIxGrossSection() (xc.SectionMassProperties method) getIxHomogenizedSection() (xc.SectionMassProperties method) getIy (xc.ReinfBar property) getIy() (geom.BND2d method) (geom.BND3d method) (geom.Circle2d method) (geom.GeomObj2d method) (geom.GeomObj3d method) (geom.MatrixPos2d method) (xc.ClosedTriangleMesh method) getIy_RClocalYax() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getIyGrossSection() (xc.SectionMassProperties method) getIyHomogenizedSection() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) (xc.SectionMassProperties method) getIz (xc.ReinfBar property) getIz() (geom.GeomObj2d method) (geom.GeomObj3d method) (xc.ClosedTriangleMesh method) getIz_RClocalZax() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getIzGrossSection() (xc.SectionMassProperties method) getIzHomogenizedSection() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) (xc.SectionMassProperties method) getJCoefficient() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getJMax() (model.geometry.grid_model.IJKRange method) getJMin() (model.geometry.grid_model.IJKRange method) getJRange() (model.geometry.grid_model.IJKRange method) getJSONFileName() (import_export.neutral_mesh_description.XCImportExportData method) getJTorsion() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) getJVector (geom.Ray3d property) (xc.Element0D property) (xc.QuadSurface property) getJVector() (geom.CooSysRect2d2d method) (geom.CooSysRect2d3d method) (geom.CooSysRect3d3d method) (geom.D2to3d method) (geom.Ref2d2d method) (geom.Ref2d3d method) (geom.Ref3d3d method) getK1() (materials.awc_nds.dowel_type_fasteners.DowelFastener method) getK2() (materials.awc_nds.dowel_type_fasteners.DowelFastener method) getK3() (materials.awc_nds.dowel_type_fasteners.DowelFastener method) getKc() (materials.sections.structural_shapes.aisc_metric_shapes.IShape method) (rough_calculations.masonry_vault.FillingCharacteristics method) getKCoefficient() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getKEHE08() (in module materials.ehe.EHE_limit_state_checking) getKeys() (xc.LoadCombinationGroup method) (xc.MapCMBodies method) (xc.MapCMEdges method) (xc.MapCMFaces method) (xc.MapCMUgrids method) (xc.MapLoadPatterns method) getKhoriz() (materials.bridge_bearings.ElastomericBearing method) getKMax() (model.geometry.grid_model.IJKRange method) getKMin() (model.geometry.grid_model.IJKRange method) getKnownArguments() (postprocess.control_vars.ControlVarsBase method) getKp() (rough_calculations.masonry_vault.FillingCharacteristics method) getKPointIds() (import_export.block_topology_entities.BlockRecord method) getKRange() (model.geometry.grid_model.IJKRange method) getKRelaxation() (materials.concrete_base.CEB_EHE_PrestressingSteel method) (materials.ehe.EHE_materials.PrestressingSteel method) getKrotationLongBridgeAxis() (materials.bridge_bearings.ElastomericBearing method) getKrotationTransvBridgeAxis() (materials.bridge_bearings.ElastomericBearing method) getKrotationVerticalAxis() (materials.bridge_bearings.ElastomericBearing method) getKs() (materials.ec3.EC3_materials.BoltFastener method) getKSoil() (actions.earth_pressure.earth_pressure.UniformPressureOnBackfill method) getKtr() (materials.aci.ACI_limit_state_checking.RebarController method) getKVector (geom.Ray3d property) (xc.Element0D property) (xc.QuadSurface property) getKVector() (geom.CooSysRect2d3d method) (geom.CooSysRect3d3d method) (geom.D2to3d method) (geom.Ref2d3d method) (geom.Ref3d3d method) getKvert() (materials.bridge_bearings.ElastomericBearing method) getKz() (in module actions.wind.IAPF_wind) getL() (rough_calculations.ng_prestressed_concrete.prestressingWire method) (xc.TrussBase method) getLabelText() (in module postprocess.reports.graphical_reports) getLambda() (geom.Polygon3d method) getLambda1() (materials.ec3.EC3_materials.EC3Steel method) getLambdaC() (materials.ec2.EC2_materials.EC2Concrete method) getLambdaHD() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getLambdaHDFlange() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getLambdaHDWeb() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getLambdaMD() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getLambdaMDFlange() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getLambdaMDWeb() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getLambdaPBending() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) getLambdaPFlangeBending() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getLambdaPLegBending() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getLambdaPWallBending() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) getLambdaPWebBending() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getLambdaRBending() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) getLambdaRCompression() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getLambdaRFlangeBending() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.IShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getLambdaRFlangeCompression() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.IShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getLambdaRLegBending() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getLambdaRWallBending() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) getLambdaRWebBending() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getLambdaSqrtFck() (materials.aci.ACI_materials.ACIConcrete method) getLapLength() (materials.ec2.EC2_limit_state_checking.RebarController method) (materials.ec2.EC2_materials.ReinforcingSteel method) (materials.ehe.EHE_limit_state_checking.RebarController method) (materials.ehe.EHE_materials.ReinforcingSteel method) getLastCalculationTime() (postprocess.limit_state_data.LimitStateData method) getLastNode() (in module model.geometry.geom_utils) (model.geometry.geom_utils.LineWrapper method) getLatCover() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getLatCoverNeg() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getLatCoverPos() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getLateralBucklingImperfectionFactor() (in module materials.ec3.EC3_limit_state_checking) (materials.ec3.EC3_materials.EC3Shape method) getLateralBucklingIntermediateFactor() (in module materials.ec3.EC3_limit_state_checking) (materials.ec3.EC3_materials.EC3Shape method) getLateralBucklingNonDimensionalBeamSlenderness() (in module materials.ec3.EC3_limit_state_checking) (materials.ec3.EC3_materials.EC3Shape method) getLateralBucklingReductionFactor() (in module materials.ec3.EC3_limit_state_checking) (materials.ec3.EC3_limit_state_checking.Member method) (materials.ec3.EC3_materials.EC3Shape method) getLateralPressure() (rough_calculations.ng_earth_pressure.KreyEarthPressurUnderConcentratedLoad method) getLateralTorsionalBucklingCurve() (in module materials.ec3.EC3_limit_state_checking) (materials.ec3.EC3_materials.EC3Shape method) getLateralTorsionalBucklingLimit() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.SimpleLShape method) getLateralTorsionalBucklingModificationFactor() (materials.astm_aisc.ASTM_materials.BendingState method) (materials.astm_aisc.ASTM_materials.MemberConnection method) getLateralTorsionalBucklingResistance() (in module materials.ec3.EC3_limit_state_checking) (materials.ec3.EC3_materials.EC3Shape method) getLaTeXCode() (actions.combinations.CombContainer method) (actions.combinations.CombinationRecord method) (actions.combinations.SituationCombs method) (actions.combinations.SituationsSet method) (actions.load_cases.LoadCaseManager method) getLaTeXFields() (postprocess.control_vars.ControlVarsBase method) getLaTeXFigureListFileName() (postprocess.displayable_results.ResultsDescriptionContainer method) getLaTeXHeader() (rough_calculations.ng_isolated_footing.IsolatedFooting method) getLaTeXOutputFileName() (postprocess.displayable_results.ResultsDescriptionContainer method) getLaTeXResults() (rough_calculations.ng_isolated_footing.IsolatedFooting method) getLaTeXString() (postprocess.control_vars.ControlVarsBase method) getLayer() (xc.vector_mp_elements method) (xc.vector_mp_nodes method) getLayerIndex() (actions.earth_pressure.earth_pressure.UniformPressureOnBackfill method) getLayersToImport() (import_export.dxf_reader.DXFImport method) getLedge() (rough_calculations.vaults_rough_calc.hyparUmbrella method) getLegLocalBucklingLimit() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getLegsCompressionClassification() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getLegShearBucklingStrengthCoefficient() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method)

getLegsSlendernessRatios() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getLength() (geom.GeomObj method) (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly method) (xc.InteractionDiagram method) (xc.Segment method) getLengthSequence() (materials.prestressing.prestressed_concrete.PrestressTendon method) getLengthsName() (postprocess.xcVtk.fields.vector_field_data.VectorFieldData method) getLengthUnitsDescription() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.OutputUnits method) getLengthUnitsScaleFactor() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.OutputUnits method) getLengthUnitSymbol() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.DynamicsUnits method) (postprocess.output_units.OutputUnits method) getLengthUpTo() (geom.Polygon3d method) getLeverArm() (xc.FiberSectionBase method) getLeverArmSegment() (xc.FiberSectionBase method) getLeverArmVector() (xc.FiberSectionBase method) getLg() (in module rough_calculations.ng_min_dim_of_abutment_support) getLimitingLaterallyUnbracedLengthForInelasticBuckling() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getLimitingLaterallyUnbracedLengthForYielding() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getLinearBucklingAnalysisStep() (xc.LinearBucklingAnalysis method) getLinearDensity() (materials.awc_nds.AWCNDS_materials.HeaderSection method) getLinearDistribution() (in module actions.wind.base_wind) getLineHandler() (model.predefined_spaces.PredefinedSpace method) getLines (xc.Set property) getLineSegment() (xc.Element1D method) getLineWidth() (postprocess.output_handler.OutputHandler method) (postprocess.output_styles.OutputStyle method) (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method) getLineWithEndPoints() (model.predefined_spaces.PredefinedSpace method) getList() (actions.combinations.CombContainer method) (geom.Vector2d method) (geom.Vector3d method) (xc.ID method) (xc.Matrix method) (xc.Vector method) getLoadCase() (actions.load_cases.LoadCaseManager method) getLoadCaseDispParameters() (actions.combinations.CombContainer method) (actions.combinations.CombinationRecord method) (actions.combinations.SituationCombs method) (actions.combinations.SituationsSet method) getLoadCaseDispParametersFromLoadPattern() (in module postprocess.reports.graphical_reports) getLoadCaseName() (import_export.sciaXML.scia_loads.load_component_base.LoadComponentBase method) getLoadCaseNamed() (model.predefined_spaces.PredefinedSpace method) getLoadCaseObject() (in module import_export.sciaXML.scia_loads.load_case_container) getLoadCaseReferenceItem() (import_export.sciaXML.scia_loads.load_component_base.LoadComponentBase method) getLoadCasesNames() (actions.load_cases.LoadCaseManager method) getLoadCombComponentRow() (in module import_export.sciaXML.scia_loads.load_comb_container) getLoadCombinationDict() (import_export.sciaXML.scia_loads.load_container.LoadContainerBase method) getLoadCombinationDurationFactor() (in module materials.awc_nds.AWCNDS_materials) getLoadCombinationsHandler() (model.predefined_spaces.PredefinedSpace method) getLoadCombObject() (in module import_export.sciaXML.scia_loads.load_comb_container) getLoadCombType() (in module import_export.sciaXML.scia_loads.load_comb_container) getLoadCombTypeName() (in module import_export.sciaXML.scia_loads.load_comb_container) getLoadDurationFactor() (in module materials.awc_nds.AWCNDS_materials) getLoadGroupObject() (in module import_export.sciaXML.scia_loads.load_group_container) getLoadHandler() (actions.load_cases.LoadCaseManager method) (model.predefined_spaces.PredefinedSpace method) getLoadOnNode() (actions.loads.MovableLoad method) getLoadPattern() (model.predefined_spaces.PredefinedSpace method) (xc.MapLoadPatterns method) getLoadPatterns (xc.ConstrContainer property) getLoadPatterns() (actions.load_cases.LoadCaseManager method) getLoadPatternsActingOnElement() (model.predefined_spaces.PredefinedSpace method) getLoadPatternsActingOnNode() (model.predefined_spaces.PredefinedSpace method) getLoadRepresentationType() (postprocess.output_handler.OutputHandler method) getLoadTypeName() (in module import_export.sciaXML.scia_loads.load_case_container) getLoadVector (xc.NodalLoad property) getLocalAxes (xc.ShellCrdTransf3dBase property) getLocalAxes() (xc.QuadSurface method) getLocalCoordinates() (geom.CooSysRect1d2d method) (geom.CooSysRect1d3d method) (geom.CooSysRect2d2d method) (geom.CooSysRect2d3d method) (geom.CooSysRect3d3d method) (geom.ref_CooSysRect1d2d method) (geom.ref_CooSysRect1d3d method) (geom.ref_CooSysRect2d2d method) (geom.ref_CooSysRect2d3d method) (geom.ref_CooSysRect3d3d method) (xc.ShellCrdTransf3dBase method) getLocalForce() (xc.BeamMecLoad method) getLocalForces() (xc.BeamMecLoad method) getLocalMatrix() (geom.CooSys method) getLocalMoment() (xc.BeamMecLoad method) (xc.ShellMecLoad method) getLocalMoments() (xc.BeamMecLoad method) (xc.ShellMecLoad method) getLocalPosition() (geom.ref_CooSysRect1d2d method) (geom.ref_CooSysRect1d3d method) (geom.ref_CooSysRect2d2d method) (geom.ref_CooSysRect2d3d method) (geom.ref_CooSysRect3d3d method) getLocalPressures() (xc.ShellUniformLoad method) getLocY() (xc.Fiber method) getLocZ() (xc.Fiber method) getLongXYPline3d() (in module geom_utils.longitudinal_profile) getLossAnchor() (materials.prestressing.prestressed_concrete.PrestressTendon method) getLossFriction() (materials.prestressing.prestressed_concrete.PrestressTendon method) getLowerChordBackEndPoint() (model.geometry.truss_generators.TrussGeometry method) getLowerChordDirection() (model.geometry.truss_generators.TrussGeometry method) getLowerChordFrontEndPoint() (model.geometry.truss_generators.TrussGeometry method) getLp() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getlQt() (rough_calculations.masonry_vault.trafficLoadResult method) getLr() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getLstLinRange() (model.geometry.grid_model.GridModel method) getLstLinXYZRange() (model.geometry.grid_model.GridModel method) getLstPntRange() (model.geometry.grid_model.GridModel method) getLstPntXYZRange() (model.geometry.grid_model.GridModel method) getLvalley() (rough_calculations.vaults_rough_calc.hyparUmbrella method) getM() (materials.ehe.EHE_limit_state_checking.RebarController method) (materials.ehe.EHE_materials.EHEConcrete method) (materials.ehe.EHE_materials.ReinforcingSteel method) (xc.EigenSOE method) getM1 (xc.NLForceBeamColumn2dBase property) getM2 (xc.NLForceBeamColumn2dBase property) getMadmis() (rough_calculations.masonry_vault.resistance method) getMainPaths() (postprocess.config.default_config.ProjectDirTree method) getMainReinforcementArea() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getMainReinforcementTension() (materials.ehe.EHE_limit_state_checking.ConcreteCorbel method) getMainReinfProperty() (postprocess.element_section_map.RCSlabBeamSection method) getMasonryResistingMoment() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getMasonryResistingMomentPerUnitLength() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getMassPerSquareMeter() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getMasterElementDimension() (postprocess.RC_material_distribution.RCMaterialDistribution method) getMaterial() (materials.bridge_bearings.Bearing method) (xc.DiscretBase method) (xc.Fiber method) (xc.ProtoTruss method) (xc.ZeroLengthSection method) getMaterialFromName() (model.predefined_spaces.PredefinedSpace method) getMaterialFromTag() (model.predefined_spaces.PredefinedSpace method) getMaterialHandler (xc.SectionRepres property) getMaterialHandler() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) (model.predefined_spaces.PredefinedSpace method) getMaterialNames() (materials.bridge_bearings.Bearing method) (model.predefined_spaces.PredefinedSpace method) getMaterials() (xc.ConnectedMaterial method) (xc.DqPtrsElem method) (xc.ZeroLength method) getMatTags() (xc.FiberSectionBase method) getMatTHXlocal() (materials.bridge_bearings.PotBearing method) getMatTHYlocal() (materials.bridge_bearings.PotBearing method) getMatXlocal() (materials.bridge_bearings.PotBearing method) getMatYlocal() (materials.bridge_bearings.PotBearing method) getMatZlocal() (materials.bridge_bearings.PotBearing method) getMax() (geom.BND2d method) (geom.BND3d method) (geom.GeomObj2d method) (geom.GeomObj3d method) (geom.Grid2d method) (geom.MatrixPos2d method) (xc.ClosedTriangleMesh method) getMaxAbsComp() (postprocess.xcVtk.diagrams.control_var_diagram.ControlVarDiagram method) (postprocess.xcVtk.diagrams.linear_load_diagram.LinearLoadDiagram method) getMaxConcreteStrain() (materials.sections.fiber_section.fiber_sets.RCSets method) getMaximum() (rough_calculations.ng_retaining_wall.Envelope method) getMaximumBarDiameterForCrackControl() (in module materials.ec2.EC2_limit_state_checking) getMaximumBarSpacingForCrackControl() (in module materials.ec2.EC2_limit_state_checking) getMaximumEffectiveShearReinforcement() (in module materials.ec2.EC2_limit_state_checking) getMaximumInitialForce() (materials.ec2.EC2_materials.PrestressingSteel method) getMaximumInitialStress() (materials.ec2.EC2_materials.PrestressingSteel method) getMaximumReinforcementAmount() (materials.ehe.EHE_limit_state_checking.ColumnReinforcementRatios method) getMaximumShearFlangeStrutCrushingStress() (in module materials.ec2.EC2_limit_state_checking) getMaximumShearTransferStrength() (materials.aci.ACI_limit_state_checking.ShearPlane method) getMaximumShearWebStrutCrushing() (in module materials.ec2.EC2_limit_state_checking) getMaximumSize() (materials.astm_aisc.ASTM_materials.FilletWeld method) getMaximumStressingForce() (materials.ec2.EC2_materials.PrestressingSteel method) getMaximumStressingStress() (materials.ec2.EC2_materials.PrestressingSteel method) getMaxLoad() (postprocess.xcVtk.fields.load_vector_field.LoadOnPoints method) getMaxMagnitude() (actions.earth_pressure.earth_pressure.HorizontalLoadOnBackfill method) (actions.earth_pressure.earth_pressure.LineVerticalLoadOnBackfill method) (actions.earth_pressure.earth_pressure.StripLoadOnBackfill method) (actions.loads.EarthPressLoad method) (actions.loads.NodalLoad method) (actions.loads.PointLoadOverShellElems method) (actions.loads.UnifLoadSurfNodesDistributed method) (actions.loads.UniformLoadOnBeams method) (actions.loads.UniformLoadOnLines method) (actions.loads.UniformLoadOnSurfaces method) (actions.loads.UniformLoadOnTrusses method) (actions.loads.WindLoadOnBeams method) (actions.loads.WindLoadOnTrusses method) getMaxN() (postprocess.control_vars.CrackControlVars method) getMaxReinforcementTensileStress() (materials.limit_state_checking_base.FibSectLSProperties method) getMaxSteelStress() (postprocess.control_vars.CrackControlVars method) getMaxY() (xc.DiscretBase method) getMaxZ() (xc.DiscretBase method) getMc() (materials.sections.stress_calc.StressCalc method) getMcr() (in module materials.ec3.EC3_limit_state_checking) (materials.ec3.EC3_materials.EC3Shape method) getMcRdy() (materials.ec3.EC3_materials.EC3Shape method) getMcRdz() (materials.ec3.EC3_materials.EC3Shape method) getMeanGeneralizedStrainByName() (xc.NDMaterialPhysicalProperties method) (xc.SectionFDPhysicalProperties method) getMeanGeneralizedStressByName() (xc.NDMaterialPhysicalProperties method) (xc.SectionFDPhysicalProperties method) getMeanInternalDeformation() (xc.SectionFDPhysicalProperties method) (xc.SolidMech2D method) getMeanInternalForce() (xc.SectionFDPhysicalProperties method) (xc.SolidMech2D method) getMeanStress() (materials.bridge_bearings.PTFEPotBearingMat method) getMechanicLeverArm() (xc.FiberSectionBase method) getMeridionalSupportReaction() (rough_calculations.vaults_rough_calc.SphericalDome method) getMeridonialLinearForce() (rough_calculations.vaults_rough_calc.SphericalDome method) getMesh (xc.Domain property) getMeshComponents (xc.Set property) getMeshComponentsSet() (xc.Set method) getMetricLabel() (in module materials.sections.structural_shapes.aisc_metric_shapes) getMetricName() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getMidContourEnclosedArea() (materials.sections.section_properties.RectangularHollowSection method) getMidContourLength() (materials.sections.section_properties.RectangularHollowSection method) getMidLines() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getMidPlanesPoints() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getMidPoints() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getMidPointsGlobalPos() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getMin() (geom.BND2d method) (geom.BND3d method) (geom.GeomObj2d method) (geom.GeomObj3d method) (geom.Grid2d method) (geom.MatrixPos2d method) (xc.ClosedTriangleMesh method) getMinClearDist() (materials.ec2.EC2_limit_state_checking.EC2RebarFamily method) getMinCover() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getMinDistanceBetweenCenters() (materials.astm_aisc.ASTM_materials.BoltFastener method) getMinimFunc() (rough_calculations.masonry_vault.resistance method) getMinimum() (rough_calculations.ng_retaining_wall.Envelope method) getMinimumAnchorageLength() (materials.ec2.EC2_materials.ReinforcingSteel method) getMinimumEdgeDistance() (materials.astm_aisc.ASTM_materials.BoltFastener method) getMinimumEffectiveDepth() (materials.ehe.EHE_limit_state_checking.ConcreteCorbel method) getMinimumGeometricAmount() (materials.ehe.EHE_limit_state_checking.BeamReinforcementRatios method) (materials.ehe.EHE_limit_state_checking.ColumnReinforcementRatios method) (materials.ehe.EHE_limit_state_checking.TieReinforcementRatios method) getMinimumMechanicalAmount() (materials.ehe.EHE_limit_state_checking.BeamReinforcementRatios method) (materials.ehe.EHE_limit_state_checking.ColumnReinforcementRatios method) (materials.ehe.EHE_limit_state_checking.TieReinforcementRatios method) getMinimumPrimaryReinforcement() (materials.aci.ACI_limit_state_checking.Corbel method) getMinimumShearReinforcement() (materials.aci.ACI_limit_state_checking.Corbel method) getMinimumSize() (materials.astm_aisc.ASTM_materials.FilletWeld method) getMinimumSpacing() (materials.astm_aisc.ASTM_materials.AnchorGroup method) getMinLength() (materials.astm_aisc.ASTM_materials.FilletWeld method) getMinPenetration() (materials.awc_nds.dowel_type_fasteners.LagScrew method) (materials.awc_nds.dowel_type_fasteners.Nail method) (materials.awc_nds.dowel_type_fasteners.WoodScrew method) getMinReinfAreaInBending() (materials.aci.ACI_limit_state_checking.ACIRebarFamily method) (materials.ec2.EC2_limit_state_checking.EC2RebarFamily method) (materials.ehe.EHE_limit_state_checking.EHERebarFamily method) (materials.sections.rebar_family.DoubleRebarFamily method) (materials.sia262.SIA262_limit_state_checking.RebarController method) (materials.sia262.SIA262_limit_state_checking.SIARebarFamily method) (rough_calculations.ng_rc_section.RCSection method) getMinReinfAreaInTension() (materials.aci.ACI_limit_state_checking.ACIRebarFamily method) (materials.ec2.EC2_limit_state_checking.EC2RebarFamily method) (materials.ehe.EHE_limit_state_checking.EHERebarFamily method) (materials.sections.rebar_family.DoubleRebarFamily method) (materials.sia262.SIA262_limit_state_checking.RebarController method) (materials.sia262.SIA262_limit_state_checking.SIARebarFamily method) (rough_calculations.ng_rc_section.RCSection method) getMinShearReinforcementArea() (in module materials.ec2.EC2_limit_state_checking) getMinShearReinfRatio() (materials.ec2.EC2_materials.EC2Concrete method) getMinThickness() (materials.astm_aisc.ASTM_materials.BoltedPlate method) getMinY() (xc.DiscretBase method) getMinZ() (xc.DiscretBase method) getMMax() (rough_calculations.ng_concrete_slab.FourSidesPinnedConcreteSlab method) getMmaxQconc() (rough_calculations.arch_bridge_simple_model.ArchBridgeRoughModel method) getModalParticipationFactor() (xc.Domain method) (xc.EigenAnalysis method) getModalParticipationFactors() (xc.Domain method) (xc.EigenAnalysis method) getModelSpace() (in module model.predefined_spaces) getModelSpaceFromPreprocessor() (in module model.predefined_spaces) getModelWrapperName() (solution.predefined_solutions.SolutionProcedure method) getModesDict() (postprocess.limit_state_data.LimitStateData method) getModuleImportString() (postprocess.control_vars.ControlVarsBase method) getModulus() (geom.Vector2d method) (geom.Vector3d method) (materials.sections.internal_forces.CrossSectionInternalForces method) getModulus2() (geom.Vector2d method) (geom.Vector3d method) getMoment (xc.NodalLoad property) getMomentComponents() (model.predefined_spaces.SolidMechanics2D method) (model.predefined_spaces.SolidMechanics3D method) (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) getMomentCurvatureDiagram3D() (in module materials.sections.moment_curvature_diagram) getMomentUnitSymbol() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.DynamicsUnits method) (postprocess.output_units.OutputUnits method) getMononobeOkabeDryOverpressure() (geotechnics.frictional_soil.FrictionalSoil method) (rough_calculations.ng_retaining_wall.RetainingWall method) getMPList() (xc.ConstrContainer method) getMPs (xc.ConstrContainer property) getMR() (materials.sections.rebar_family.DoubleRebarFamily method) (materials.sections.rebar_family.RebarFamily method) (rough_calculations.ng_rc_section.RCSection method) getMRMPList() (xc.ConstrContainer method) getMRMPs (xc.ConstrContainer property) getMs() (materials.sections.stress_calc.StressCalc method) getMsp() (materials.sections.stress_calc.StressCalc method) getMu() (materials.bridge_bearings.PTFEPotBearingMat method) (materials.ec2.EC2_materials.PrestressingSteel method) getMuCoefCase1() (materials.ehe.EHE_limit_state_checking.LongShearJoints method) getMuCoefCase2() (materials.ehe.EHE_limit_state_checking.LongShearJoints method) getMvRdz() (in module materials.ec3.EC3_limit_state_checking) (materials.ec3.EC3_materials.EC3Shape method) getMy() (xc.Fiber method) (xc.PrismaticBarCrossSection method) getMy1 (xc.NLForceBeamColumn3dBase property) getMy2 (xc.NLForceBeamColumn3dBase property) getMz() (xc.Fiber method) (xc.PrismaticBarCrossSection method) getMz1 (xc.NLForceBeamColumn2dBase property) (xc.NLForceBeamColumn3dBase property) getMz2 (xc.NLForceBeamColumn2dBase property) (xc.NLForceBeamColumn3dBase property) getN() (import_export.sciaXML.xml_basics.scxml_object_item.SCXMLObjectItem method) (xc.NLForceBeamColumn3dBase method) (xc.PrismaticBarCrossSection method) (xc.ProtoTruss method) (xc.Spring method) getN1 (xc.NLForceBeamColumn2dBase property) (xc.NLForceBeamColumn3dBase property) (xc.ProtoTruss property) getN2 (xc.NLForceBeamColumn2dBase property) (xc.NLForceBeamColumn3dBase property) (xc.ProtoTruss property) getName() (import_export.block_topology_entities.PointDict method) (import_export.mesh_entities.NodeDict method) (import_export.sciaXML.xml_basics.scxml_table_base.SCXMLTableBase method) (xc.CrdTransf method) (xc.LoadPattern method) getNameExpressionPair() (actions.combinations.CombinationRecord method) getNameExpressionPairs() (actions.combinations.CombContainer method) (actions.combinations.SituationCombs method) (actions.combinations.SituationsSet method) getNameGridLine() (model.geometry.grid_model.GridModel method) getNameHexaedr() (model.geometry.grid_model.GridModel method) getNameQuadGridSurface() (model.geometry.grid_model.GridModel method) getNames() (actions.combinations.CombContainer method) (actions.combinations.SituationCombs method) (actions.combinations.SituationsSet method) getNamesToImport() (import_export.dxf_reader.DXFImport method) getNaturalCoordinates() (xc.ShellCrdTransf3dBase method) getNBar() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getNBar1neg() (postprocess.element_section_map.RCSlabBeamSection method) getNBar1pos() (postprocess.element_section_map.RCSlabBeamSection method) getNBar2neg() (postprocess.element_section_map.RCSlabBeamSection method) getNBar2pos() (postprocess.element_section_map.RCSlabBeamSection method) getNBarNeg() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getNBarneg() (postprocess.element_section_map.SetRCSections2SetElVerif method) getNBarPos() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getNBarpos() (postprocess.element_section_map.SetRCSections2SetElVerif method) getNBarsFamily() (materials.sections.rebar_family.RebarArrangement method) getNc() (materials.sections.stress_calc.StressCalc method) getNCable() (rough_calculations.cable_stayed_bridge_simple_model.CableStayedBridgeRoughModel method) getNcr() (materials.sections.structural_steel.SteelShape method) getNcRd() (materials.ec3.EC3_materials.CHSShape method) (materials.ec3.EC3_materials.EC3Shape method) (materials.ec3.EC3_materials.MicropileTubeShape method) getNcrY() (materials.sections.structural_steel.SteelShape method) getNcrZ() (materials.sections.structural_steel.SteelShape method) getNDivErrorsTags() (model.predefined_spaces.PredefinedSpace method) (xc.MapBodies method) getNDivIJ() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getNDivJK() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getNearest() (import_export.block_topology_entities.BlockData method) (xc.lstBodies method) (xc.lstLines method) (xc.lstPnts method) getNearestElement() (xc.DqPtrsElem method) (xc.EntMdlr method) (xc.Mesh method) (xc.SetMeshComp method) getNearestNode() (xc.DqPtrsNode method) (xc.EntMdlr method) (xc.Mesh method) (xc.NodePtrs method) (xc.SetMeshComp method) getNearestPoint() (model.predefined_spaces.PredefinedSpace method) getNearSlopeReductionFactor() (rough_calculations.ng_isolated_footing.IsolatedFooting method) getNeg() (geom.FunctionGraph1D method) getNegReinforcementIz() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getNegRowsCGcover() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getNetAnchorageLength() (materials.ehe.EHE_limit_state_checking.RebarController method) (materials.ehe.EHE_materials.ReinforcingSteel method) getNetArea() (materials.astm_aisc.ASTM_materials.BoltedPlate method) getNetAreaSubjectedToBlockShear() (materials.astm_aisc.ASTM_materials.FinPlate method) getNetAreaSubjectedToBlockTension() (materials.astm_aisc.ASTM_materials.FinPlate method) getNetAreaSubjectedToShear() (materials.astm_aisc.ASTM_materials.FinPlate method) getNetEffectiveConcreteArea() (xc.FiberSectionBase method) getNetSectionFractureLoad() (materials.astm_aisc.ASTM_materials.BoltedPlate method) getNetWidth() (materials.astm_aisc.ASTM_materials.BoltedPlate method) getNeutralAxis() (xc.PrismaticBarCrossSection method) getNeutralAxisDepth() (xc.FiberSectionBase method) getNeutralAxisDist() (xc.FiberSectionBase method) getNeutralFormat() (actions.combinations.CombContainer method) (actions.combinations.SituationCombs method) (actions.combinations.SLSCombinations method) (actions.combinations.ULSCombinations method) getNewDatabase() (model.predefined_spaces.PredefinedSpace method) getNLines (xc.Pnt property) getNm() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getNmHexaedrInRange() (model.geometry.grid_model.GridModel method) getNmLinInRange() (model.geometry.grid_model.GridModel method) getNmSurfInRange() (model.geometry.grid_model.GridModel method) getNodalLoadIter (xc.LoadContainer property) getNode (xc.Constraint property) (xc.NodalLoad property) getNode() (xc.Domain method) (xc.EntMdlr method) (xc.Mesh method) (xc.Pnt method) getNodeAbcissae() (model.geometry.geom_utils.LineWrapper method) getNodeAttrOrdinates() (model.geometry.geom_utils.LineWrapper method) getNodeHandler() (model.predefined_spaces.PredefinedSpace method) getNodeIdx (xc.Constraint property) getNodeIndex() (xc.NodePtrs method) getNodeLoadComponents() (in module import_export.sciaXML.scia_loads.node_load_container) getNodeLoadHistory() (actions.loads.MovableLoad method) getNodeLoadObjects() (in module import_export.sciaXML.scia_loads.node_load_container) getNodeLockers() (xc.ConstrContainer method) getNodeObject() (in module import_export.sciaXML.node_container) getNodeReferenceItem() (import_export.sciaXML.scia_loads.node_load_container.NodeLoadComponent method) getNodes (xc.SetMeshComp property) getNodes() (model.predefined_spaces.PredefinedSpace method) getNodesInCoordinateRegion() (in module model.model_inquiry) getNodeSupportObject() (in module import_export.sciaXML.node_support_container) getNodeTag (xc.NodalLoad property) getNodeTAG() (xc.NodePtrs method) getNodeTags() (import_export.mesh_entities.NodeSupportDict method) getNominalBearingStrength() (materials.astm_aisc.ASTM_materials.BoltedPlate method) getNominalBlockShearStrength() (materials.astm_aisc.ASTM_materials.FinPlate method) getNominalCombinedStrength() (materials.astm_aisc.ASTM_materials.BoltFastener method) getNominalCompressiveStrength() (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.astm_aisc.ASTM_materials.MemberWithEndConnections method) getNominalConcreteBreakoutStrength() (materials.astm_aisc.ASTM_materials.AnchorBolt method) (materials.astm_aisc.ASTM_materials.AnchorGroup method) getNominalCover() (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) getNominalFlexuralStrength() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) (materials.sections.structural_shapes.aisc_metric_shapes.SimpleLShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getNominalHoleDiameter() (materials.astm_aisc.ASTM_materials.AnchorBolt method) (materials.astm_aisc.ASTM_materials.BoltFastener method) getNominalLatCover() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) getNominalPulloutStrength() (materials.astm_aisc.ASTM_materials.AnchorBolt method) getNominalShearRuptureStrength() (materials.astm_aisc.ASTM_materials.FinPlate method) getNominalShearStrength() (materials.aci.ACI_limit_state_checking.ShearPlane method) (materials.astm_aisc.ASTM_materials.AnchorBolt method) (materials.astm_aisc.ASTM_materials.BoltFastener method) (materials.ec3.EC3_materials.BoltFastener method) (materials.ec3.EC3_materials.EC3BoltSteel method) (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getNominalShearStrengthWithoutTensionFieldAction() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getNominalShearYieldingStrength() (materials.astm_aisc.ASTM_materials.FinPlate method) getNominalSlipStrength() (materials.ec3.EC3_materials.BoltFastener method) getNominalSteelStrengthTension() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getNominalStrength() (materials.astm_aisc.ASTM_materials.FilletWeld method) getNominalTearoutStrength() (materials.astm_aisc.ASTM_materials.BoltedPlate method) getNominalTensileStrength() (materials.astm_aisc.ASTM_materials.AnchorBolt method) (materials.astm_aisc.ASTM_materials.BoltFastener method) getNominalThickness() (in module materials.awc_nds.dimensional_lumber) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getNominalVerticalLoadCapacity() (materials.aci.ACI_limit_state_checking.Corbel method) getNominalWidth() (in module materials.awc_nds.dimensional_lumber) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getNonDimensionalAxialForce() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getNormal() (geom.Plane3d method) getNormalizedEigenvector() (xc.EigenAnalysis method) getNormalizedEigenvectorComponents() (xc.EigenAnalysis method) (xc.LinearBucklingAnalysis method) getNormalizedEigenvectors() (xc.EigenAnalysis method) getNormalizedEigenvectorsList() (xc.EigenAnalysis method) (xc.LinearBucklingAnalysis method) getNormalStressesEfficiency() (materials.concrete_base.ReinforcedConcreteLimitStrains method) getNormalVector() (geom.Vector2d method) (geom.Vector3d method) (model.geometry.truss_generators.TrussGeometry method) getNs() (materials.sections.stress_calc.StressCalc method) getNsp() (materials.sections.stress_calc.StressCalc method) getNuConcentratedLoad() (materials.ehe.EHE_limit_state_checking.BlockMember method) getNumBars() (materials.sections.rebar_family.FamNBars method) (materials.sections.rebar_family.RebarRow method) getNumBarsPerMeter() (materials.sections.rebar_family.RebarRow method) getNumberedPoints() (in module geom_utils.surveying_data) getNumberOfBolts() (materials.astm_aisc.ASTM_materials.AnchorGroup method) getNumberOfBoltsForShear() (materials.astm_aisc.ASTM_materials.BoltFastener method) getNumberOfDataPoints() (xc.MotionHistory method) getNumberOfElements() (model.predefined_spaces.PredefinedSpace method) getNumberOfLoads() (import_export.neutral_load_description.LoadContainer method) getNumberOfNodes() (model.predefined_spaces.PredefinedSpace method) getNumberOfTuples() (postprocess.xcVtk.fields.vector_field_data.VectorFieldData method) getNumberOfVertices() (geom.ListPos2d method) getNumConnectedEdges() (xc.Pnt method) getNumDeadElements() (xc.Mesh method) (xc.SetMeshComp method) getNumDeadNodes() (xc.Mesh method) (xc.SetMeshComp method) getNumDOF (xc.Element0D property) getNumElementalLoads (xc.LoadContainer property) (xc.LoadPattern property) getNumElements() (xc.Mesh method) getNumFacetas() (xc.ClosedTriangleMesh method) getNumFibers() (xc.FiberSectionRepr method) getNumFreeNodes() (xc.Mesh method) getNumFrozenNodes() (xc.Mesh method) getNumLiveElements() (xc.Mesh method) (xc.SetMeshComp method) getNumLiveNodes() (xc.Mesh method) (xc.SetMeshComp method) getNumLoadPatterns() (xc.ConstrContainer method) getNumLoads (xc.LoadContainer property) (xc.LoadPattern property) getNumModes() (xc.EigenAnalysis method) getNumMPs() (xc.ConstrContainer method) getNumMRMPs() (xc.ConstrContainer method) getNumNodalLoads (xc.LoadContainer property) (xc.LoadPattern property) getNumNodeLockers() (xc.ConstrContainer method) getNumNodes() (xc.Mesh method) getNumOfThreadsPerInch() (materials.astm_aisc.ASTM_materials.AnchorBolt method) getNumPoints() (geom.MatrixPos2d method) getNumQuads() (geom.MatrixPos2d method) getNumReinfBars (xc.ListReinfLayer property) getNumSections() (xc.BeamColumnWithSectionFD method) getNumSPs() (xc.ConstrContainer method) getNumTensionRebars() (materials.sections.fiber_section.fiber_sets.RCSets method) getNxy() (rough_calculations.vaults_rough_calc.hyparUmbrella method) getObject() (import_export.sciaXML.scia_loads.element_load_container.ElementLoadComponent method) (import_export.sciaXML.scia_loads.node_load_container.NodeLoadComponent method) (import_export.sciaXML.scia_loads.point_force_free_container.PointForceFreeComponent method) (import_export.sciaXML.scia_loads.surface_pressure_free_container.SurfacePressureFreeComponent method) getObjects() (import_export.sciaXML.xml_basics.scxml_table_xmlnodes.SCXMLTableXMLNodes method) getOffseted() (geom_utils.longitudinal_profile.GuitarString method) getOppositeEdge() (xc.Face method) getOrder (xc.ZeroLengthSection property) getOrder() (xc.Fiber method) getOrderedNodes() (model.geometry.geom_utils.LineWrapper method) getOrdinateInterpolation1d() (geom_utils.longitudinal_profile.LongProfile method) getOrdinatesFromPline3d() (in module geom_utils.longitudinal_profile) getOrdinatesFromPoints2d() (in module geom_utils.longitudinal_profile) getOrg() (geom.ref_CooSysRect1d2d method) (geom.ref_CooSysRect1d3d method) (geom.ref_CooSysRect2d2d method) (geom.ref_CooSysRect2d3d method) (geom.ref_CooSysRect3d3d method) getOrientation() (xc.DqPtrsNode method) (xc.SetMeshComp method) getOutputDataBaseFileName() (postprocess.limit_state_data.LimitStateData method) getOutputDataFileName() (postprocess.limit_state_data.LimitStateData method) getOutputForceUnitSym() (postprocess.output_handler.OutputHandler method) getOutputHandler() (postprocess.reports.graphical_reports.RecordDisp method) getOutputLengthUnitSym() (postprocess.output_handler.OutputHandler method) getOutputStrainUnitSym() (postprocess.output_handler.OutputHandler method) getOutsideDiameter() (materials.sections.structural_shapes.arcelor_metric_shapes.CHSShape method) (materials.sections.structural_steel.CHShape method) getOutsideRadius() (materials.sections.structural_steel.QHShape method) getOverturningSafetyFactor() (rough_calculations.ng_retaining_wall.RetainingWall method) getP0() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP1() (import_export.sciaXML.xml_basics.scxml_obj_base.SCXMLObjBase method) getP10() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP11() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP12() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP13() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP14() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP15() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP16() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP17() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP18() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP19() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP2() (import_export.sciaXML.xml_basics.scxml_obj_base.SCXMLObjBase method) getP20() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP3() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP4() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP5() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP6() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP7() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP8() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getP9() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) getPartials() (geom_utils.longitudinal_profile.LongProfile method) getPassivePressure() (geotechnics.earth_pressure.BellSoil method) (geotechnics.earth_pressure.SoilModel method) getPathList() (postprocess.config.default_config.ProjectDirTree method) getPathPolygon() (postprocess.reports.graph_material.MPLGraphic method) getPeakAccel() (xc.GroundMotion method) getPeakConnectionStrengthFactor() (materials.astm_aisc.ASTM_materials.ASTMSteel method) getPeakDisp() (xc.GroundMotion method) getPeakFactor() (xc.TimeSeries method) getPeakVel() (xc.GroundMotion method) getPenetration() (materials.awc_nds.dowel_type_fasteners.DowelFastener method) getPerimeter() (geom.Circle2d method) (geom.Polygon3d method) (xc.QuadBase4N_SFD method) getPeriod() (xc.Domain method) (xc.EigenAnalysis method) getPeriods() (xc.Domain method) (xc.EigenAnalysis method) getPhi() (rough_calculations.masonry_vault.permLoadResult method) getPhiS() (rough_calculations.masonry_vault.permLoadResult method) getPhysicalProperties (xc.ElemWithMaterial3N_Mech2D property) (xc.ElemWithMaterial4N_Mech2D property) (xc.ElemWithMaterial4N_SFD property) (xc.ProtoBeam2d property) (xc.ProtoBeam3d property) getPlane() (geom.D2to3d method) (xc.Face method) getPlanRadius() (rough_calculations.vaults_rough_calc.SphericalDome method) getPlasticAxialLoad() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getPlasticMoment() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getPlasticMomentY() (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_steel.SteelShape method) getPlasticMomentZ() (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_steel.SteelShape method) getPlasticSectionModulusY() (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) getPlasticSectionModulusZ() (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) getPntGrid() (model.geometry.grid_model.GridModel method) getPntXYZ() (model.geometry.grid_model.GridModel method) getPoint() (geom.Grid2d method) (geom.MatrixPos2d method) (geom.Ray3d method) (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly method) (rough_calculations.ng_prestressed_concrete.prestressingWire method) getPointBasicCoordFromGlobal() (xc.CrdTransf method) getPointForceFreeComponents() (in module import_export.sciaXML.scia_loads.point_force_free_container) getPointForceFreeObjects() (in module import_export.sciaXML.scia_loads.point_force_free_container) getPointGlobalCoordFromBasic() (xc.CrdTransf method) getPointGlobalCoordFromLocal() (xc.CrdTransf method) getPointGlobalDisplFromBasic() (xc.CrdTransf method) getPointHandler() (model.predefined_spaces.PredefinedSpace method) getPointLocalCoordFromGlobal() (xc.CrdTransf method) getPointOnCompressedHalfPlane() (xc.PrismaticBarCrossSection method) getPointOnTensionedHalfPlane() (xc.PrismaticBarCrossSection method) getPoints (xc.Set property) getPoints() (geom.Grid2d method) (in module geom_utils.surveying_data) getPointsAt() (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly method) (in module geom_utils.surveying_data) getPointsEveryXmetres() (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly method) getPointsGlobalCoordFromBasic() (xc.CrdTransf method) getPointsGlobalCoordFromLocal() (xc.CrdTransf method) getPointsProfilAlongPline3d() (in module geom_utils.longitudinal_profile) getPointTags() (import_export.block_topology_entities.BlockData method) getPolarAngle() (geom.Vector3d method) getPolydata() (postprocess.xcVtk.fields.vector_field_data.VectorFieldData method) getPolygon() (xc.Face method) getPolygonRows() (import_export.sciaXML.scia_loads.surface_pressure_free_container.SurfacePressureFreeComponent method) getPos (xc.Pnt property) getPos() (xc.Fiber method) getPos2d (xc.ReinfBar property) getPos3d() (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly method) getPosCentroid() (xc.EntMdlr method) getPositions() (xc.Block method) getPositionVector() (geom.Pos2d method) (geom.Pos3d method) getPosReinforcementIz() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getPosRowsCGcover() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getPreprocessor (xc.Domain property) getPressure() (actions.earth_pressure.earth_pressure.EarthPressureModel method) (actions.earth_pressure.earth_pressure.EarthPressureSlopedBackfill method) (actions.earth_pressure.earth_pressure.HorizontalLoadOnBackfill method) (actions.earth_pressure.earth_pressure.IskanderPressureDistribution method) (actions.earth_pressure.earth_pressure.LineVerticalLoadOnBackfill method) (actions.earth_pressure.earth_pressure.MononobeOkabePressureDistribution method) (actions.earth_pressure.earth_pressure.PeckPressureEnvelope method) (actions.earth_pressure.earth_pressure.PointVerticalLoadOnBackfill method) (actions.earth_pressure.earth_pressure.PressureModelBase method) (actions.earth_pressure.earth_pressure.StripLoadOnBackfill method) (actions.earth_pressure.earth_pressure.UniformLoadOnStem method) (actions.earth_pressure.earth_pressure.UniformPressureOnBackfill method) (actions.earth_pressure.earth_pressure.WeightDistrEmbankment method) getPressureUnitsDescription() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.OutputUnits method) getPressureUnitsScaleFactor() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.OutputUnits method) getPrincipalAxesABCPositions() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getPrincipalAxesAngle() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getPrincipalAxesDirections() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getPrincipalAxesMoments() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getPrincipalRefSys() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getProbableMaxMomentAtPlasticHinge() (materials.astm_aisc.ASTM_materials.ASTMShape method) getProblem() (model.predefined_spaces.PredefinedSpace method) getProfileFromPline3D() (in module geom_utils.longitudinal_profile) getProfileFromPline3DEveryXmetres() (in module geom_utils.longitudinal_profile) getProj() (xc.ShellCrdTransf3dBase method) getProjection() (geom.GeomObj2d method) (geom.GeomObj3d method) (geom.Plane3d method) (geom.Ray3d method) getPropertyName() (postprocess.xcVtk.fields.fields.ScalarField method) getPropertyNames() (postprocess.xcVtk.diagrams.control_var_diagram.ControlVarDiagram method) getPryoutStrengthShear() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getPsi() (rough_calculations.masonry_vault.permLoadResult method) getPsi_sFromBarNumber() (in module materials.aci.ACI_materials) getPsi_sFromDiameter() (in module materials.aci.ACI_materials) getPsiT() (rough_calculations.masonry_vault.permLoadResult method) getPulloutEfficiency() (materials.astm_aisc.ASTM_materials.AnchorBolt method) getPulloutStrengthTension() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getPulsatance() (xc.EigenAnalysis method) getPulsatances() (xc.EigenAnalysis method) getPxy() (geom.BND2d method) (geom.BND3d method) (geom.Circle2d method) (geom.GeomObj2d method) (geom.GeomObj3d method) (geom.MatrixPos2d method) getPxz() (geom.GeomObj3d method) getPythonList() (xc.dq_line_ptrs method) (xc.dq_ptrs_constraint method) (xc.dq_ptrs_element method) (xc.dq_ptrs_node method) (xc.dq_ptrs_pnt method) (xc.dq_ptrs_surfaces method) getPyz (xc.ReinfBar property) getPyz() (geom.GeomObj3d method) getPyzGrossSection() (xc.SectionMassProperties method) getPyzHomogenizedSection() (xc.SectionMassProperties method) getQconcCompStress() (rough_calculations.arch_bridge_simple_model.ArchBridgeRoughModel method) getQconcHabtm() (rough_calculations.arch_bridge_simple_model.ArchBridgeRoughModel method) getQconcVabtm() (rough_calculations.arch_bridge_simple_model.ArchBridgeRoughModel method) getqtrans() (rough_calculations.masonry_vault.trafficLoadResult method) getQuad() (geom.Grid2d method) (geom.MatrixPos2d method) getQuadAreas() (geom.MatrixPos2d method) getQuadCentroid() (geom.MatrixPos2d method) getQuadCentroids() (geom.MatrixPos2d method) getQunfCompStress() (rough_calculations.arch_bridge_simple_model.ArchBridgeRoughModel method) (rough_calculations.tied_arch_simple_model.TiedArchBridgeRoughModel method) getQunfHabtm() (rough_calculations.arch_bridge_rough_base.ArchBridgeRoughModelBase method) getQunfVabtm() (rough_calculations.arch_bridge_rough_base.ArchBridgeRoughModelBase method) getR() (rough_calculations.masonry_vault.permLoadResult method) getRadius() (geom.Circle2d method) getRange() (model.geometry.grid_model.IJKRange method) getRatioY() (rough_calculations.ng_earth_pressure.KreyEarthPressurUnderConcentratedLoad method) getRatioZ() (rough_calculations.ng_earth_pressure.KreyEarthPressurUnderConcentratedLoad method) getRCond() (xc.Solver method) getReaction() (materials.bridge_bearings.PotBearing method) getReaction1UnderConcentratedLoad() (rough_calculations.ng_simple_beam.SimpleBeam method) getReaction1UnderUniformLoadPartiallyDistributed() (rough_calculations.ng_simple_beam.SimpleBeam method) getReaction2UnderConcentratedLoad() (rough_calculations.ng_simple_beam.SimpleBeam method) getReaction2UnderUniformLoadPartiallyDistributed() (rough_calculations.ng_simple_beam.SimpleBeam method) getReactionForces() (postprocess.get_reactions.Reactions method) getReactionFromNodes() (in module postprocess.quick_inquiry.nodal_reactions) getReactionFromSetOfNodes() (in module postprocess.quick_inquiry.nodal_reactions) getReactionMoments() (postprocess.get_reactions.Reactions method) getReactions() (model.geometry.truss_generators.TrussGeometry method) (model.predefined_spaces.PredefinedSpace method) (rough_calculations.ng_retaining_wall.RetainingWall method) getReactionsDict() (postprocess.limit_state_data.LimitStateData method) getReactionsFileName() (postprocess.limit_state_data.LimitStateData method) getReactionsResultsPath() (postprocess.config.default_config.ProjectDirTree method) (postprocess.limit_state_data.LimitStateData method) getReactionUnderConcentratedLoad() (rough_calculations.ng_cantilever.Cantilever method) getReactionUnderUniformLoad() (rough_calculations.ng_cantilever.Cantilever method) (rough_calculations.ng_simple_beam.SimpleBeam method) getRebarController() (materials.aci.ACI_limit_state_checking.ACIRebarFamily method) (materials.ec2.EC2_limit_state_checking.EC2RebarFamily method) (materials.ehe.EHE_limit_state_checking.EHERebarFamily method) (materials.sia262.SIA262_limit_state_checking.SIADoubleRebarFamily method) (materials.sia262.SIA262_limit_state_checking.SIARebarFamily method) getRecommendedDistanceBetweenCenters() (materials.astm_aisc.ASTM_materials.BoltFastener method) getRectangularShapeDragCoefficient() (in module actions.wind.IAPF_wind) getReducedEffectiveB() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getReducedEffectiveH() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getReductionTerm() (materials.awc_nds.dowel_type_fasteners.DowelFastener method) getRef() (geom.Plane3d method) getReferenceCompressiveStrength() (materials.astm_aisc.ASTM_materials.ASTMShape method) getReferenceFlexuralStrength() (materials.astm_aisc.ASTM_materials.ASTMShape method) getReferenceWithdrawal() (materials.awc_nds.dowel_type_fasteners.LagScrew method) (materials.awc_nds.dowel_type_fasteners.Nail method) getRegion() (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularSection method) getRegions() (materials.sections.section_properties.RectangularHollowSection method) getRegionsContour() (xc.FiberSectionBase method) getRegressionPlane() (in module geom_utils.regression_plane) (xc.DqPtrsNode method) getReinfArea() (postprocess.element_section_map.RCSlabBeamSection method) getReinfBars (xc.ReinfLayer property) getReinforcement() (rough_calculations.ng_retaining_wall.ReinforcementMap method) getReinforcementAreaAd() (materials.ehe.EHE_limit_state_checking.BlockMember method) getReinforcementAreaBd() (materials.ehe.EHE_limit_state_checking.BlockMember method) getReinforcementElasticModulus() (materials.limit_state_checking_base.FibSectLSProperties method) getReinforcementIz() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) getReinforcementLabel() (postprocess.displayable_results.ResultDescription method) getReinforcementResistingMoment() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getReinforcementResistingMomentPerUnitLength() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getReinfSteelType() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getRelaxationLoss() (materials.ec2.EC2_materials.PrestressingSteel method) getRelaxationStressLossFinal() (materials.ehe.EHE_materials.PrestressingSteel method) getRelaxationStressLossT() (materials.ceb.CEB_materials.CEBPrestressingSteel method) (materials.ehe.EHE_materials.PrestressingSteel method) getRelaxationT() (materials.ceb.CEB_materials.CEBPrestressingSteel method) (materials.ehe.EHE_materials.PrestressingSteel method) getReport() (rough_calculations.ng_isolated_footing.IsolatedFooting method) getReportBucklingFile() (postprocess.config.default_config.ProjectDirTree method) getReportBucklingGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportCrackFreqFile() (postprocess.config.default_config.ProjectDirTree method) getReportCrackFreqGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportCrackQpermFile() (postprocess.config.default_config.ProjectDirTree method) getReportCrackQpermGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportCrackRareFile() (postprocess.config.default_config.ProjectDirTree method) getReportCrackRareGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportFatigueFile() (postprocess.config.default_config.ProjectDirTree method) getReportFatigueGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportFile() (postprocess.config.default_config.ProjectDirTree method) getReportGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportLoadsFile() (postprocess.config.default_config.ProjectDirTree method) getReportLoadsGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportNormStrFile() (postprocess.config.default_config.ProjectDirTree method) getReportNormStrGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportRltvGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportSectionsFile() (postprocess.config.default_config.ProjectDirTree method) getReportSectionsGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportShearFile() (postprocess.config.default_config.ProjectDirTree method) getReportShearGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportSimplLCFile() (postprocess.config.default_config.ProjectDirTree method) getReportSimplLCGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportTorsionFile() (postprocess.config.default_config.ProjectDirTree method) getReportTorsionGrPath() (postprocess.config.default_config.ProjectDirTree method) getReportVonMisesStressFile() (postprocess.config.default_config.ProjectDirTree method) getReportVonMisesStressGrPath() (postprocess.config.default_config.ProjectDirTree method) getRequiredPrimaryReinforcement() (materials.aci.ACI_limit_state_checking.Corbel method) getRequiredRestraint() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.AWCNDS_materials.WoodSection method) getResistanceFactor() (in module materials.awc_nds.AWCNDS_materials) getResistingAxialForce() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getResistingAxialForcePerUnitLength() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getResistingMoment() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getResistingMomentPerUnitLength() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getResistingSlidingVectorsSystem3d() (xc.SetMeshComp method) getRespT() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.section_properties.SectionProperties method) (xc.FiberSectionShear3d method) getRespVy() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.section_properties.SectionProperties method) (xc.FiberSectionShear3d method) getRespVz() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.section_properties.SectionProperties method) (xc.FiberSectionShear3d method) getResultant() (xc.BeamUniformLoad method) (xc.ShellUniformLoad method) getResultantSVS() (postprocess.get_reactions.Reactions method) getResultsDict() (materials.ehe.EHE_limit_state_checking.BucklingParametersLimitStateData method) (postprocess.limit_state_data.BucklingParametersLimitStateData method) getReverseCumAngle() (materials.prestressing.prestressed_concrete.PrestressTendon method) getReverseCumLength() (materials.prestressing.prestressed_concrete.PrestressTendon method) getReversed() (xc.ID method) getRho (xc.NDMaterial property) getRho() (materials.sections.structural_shapes.arcelor_metric_shapes.AUShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.CHSShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.UBShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.UCShape method) (materials.sections.structural_steel.CHShape method) (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.QHShape method) (materials.sections.structural_steel.UShape method) (materials.typical_materials.BeamMaterialData method) getRise() (rough_calculations.vaults_rough_calc.SphericalDome method) getRiskFactor() (in module actions.wind.IAPF_wind) getRltvConnectionsResultsPath() (postprocess.config.default_config.ProjectDirTree method) getRltvGraphicsPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReactionsResultsPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportBucklingGrPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportCrackFreqGrPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportCrackQpermGrPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportCrackRareGrPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportFatigueGrPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportLoadsGrPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportNormStrGrPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportSectionsGrPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportShearGrPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportSimplLCGrPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportTorsionGrPath() (postprocess.config.default_config.ProjectDirTree method) getRltvReportVonMisesStressGrPath() (postprocess.config.default_config.ProjectDirTree method) getRltvResultsPath() (postprocess.config.default_config.ProjectDirTree method) getRltvTextReportPath() (postprocess.config.default_config.ProjectDirTree method) getRO1000() (materials.ceb.CEB_materials.CEBPrestressingSteel method) getRo1000() (materials.ec2.EC2_materials.PrestressingSteel method) getRO1000() (materials.ehe.EHE_materials.PrestressingSteel method) getRotatedVector() (geom.Vector2d method) getRotationalDOFs() (model.predefined_spaces.SolidMechanics2D method) (model.predefined_spaces.SolidMechanics3D method) (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) getRotationUnitsDescription() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.OutputUnits method) getRotationUnitsScaleFactor() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.OutputUnits method) getRotationVector() (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) getRotXlocal() (materials.bridge_bearings.PotBearing method) getRotYlocal() (materials.bridge_bearings.PotBearing method) getRoughVcuEstimation() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getRow() (xc.Matrix method) getRowsCGcover() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) getRts() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getRzB() (rough_calculations.masonry_vault.permLoadResult method) getRzD() (rough_calculations.masonry_vault.permLoadResult method) getS() (postprocess.element_section_map.RCSlabBeamSection method) (rough_calculations.masonry_vault.archGeometry method) getS1neg() (postprocess.element_section_map.RCSlabBeamSection method) getS1pos() (postprocess.element_section_map.RCSlabBeamSection method) getS2neg() (postprocess.element_section_map.RCSlabBeamSection method) getS2pos() (postprocess.element_section_map.RCSlabBeamSection method) getSafCoef() (rough_calculations.masonry_vault.resistance method) getScalarBarTitle() (postprocess.xcVtk.fields.vtk_lut_field.LUTField method) getScrN() (in module materials.eota.EOTA_TR029_limit_state_checking) getScrNp() (in module materials.eota.EOTA_TR029_limit_state_checking) getSecant() (xc.UniaxialMaterial method) getSection() (xc.SectionAggregator method) (xc.ZeroLengthSection method) getSectionDefinition() (postprocess.RC_material_distribution.RCMaterialDistribution method) getSectionDefinitionsForElement() (postprocess.RC_material_distribution.RCMaterialDistribution method) getSectionDeformation() (xc.FiberSectionBase method) (xc.SectionForceDeformation method) getSectionDeformationByName() (xc.FiberSectionBase method) (xc.SectionForceDeformation method) getSectionDepth() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getSectionExtStemBottom() (rough_calculations.ng_retaining_wall.StemReinforcement method) getSectionFootingBottom() (rough_calculations.ng_retaining_wall.FootingReinforcement method) getSectionFootingBottomLongitudinal() (rough_calculations.ng_retaining_wall.FootingReinforcement method) getSectionGeometry (xc.FiberSectionBase property) (xc.ListReinfLayer property) getSectionGeometry() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getSectionIntStem() (rough_calculations.ng_basement_wall.BasementWall method) getSectionIntStemBottom() (rough_calculations.ng_retaining_wall.StemReinforcement method) getSectionLabel() (materials.limit_state_checking_base.LimitStateControllerBase2Sections method) getSectionLocations() (xc.ForceBeamColumn2d method) (xc.ForceBeamColumn3d method) getSectionModulus() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getSectionNames() (materials.sections.RC_sections_container.SectionContainer method) (postprocess.element_section_map.ElementSections method) (postprocess.RC_material_distribution.RCMaterialDistribution method) getSectionNamesForElement() (postprocess.RC_material_distribution.RCMaterialDistribution method) getSections() (xc.BeamColumnWithSectionFD method) getSectionStem() (rough_calculations.ng_retaining_wall.StemReinforcement method) getSectionStemLongExt() (rough_calculations.ng_retaining_wall.StemReinforcement method) getSectionStemLongInt() (rough_calculations.ng_retaining_wall.StemReinforcement method) getSectionStemTop() (rough_calculations.ng_retaining_wall.StemReinforcement method) getSectionTopFooting() (rough_calculations.ng_retaining_wall.FootingReinforcement method) getSectionWeights() (xc.ForceBeamColumn2d method) (xc.ForceBeamColumn3d method) getSeedElement() (model.mesh.finit_el_model.RawLineSetToMesh method) (model.mesh.finit_el_model.SurfSetToMesh method) getSeedElementHandler() (model.predefined_spaces.PredefinedSpace method) getSet() (model.predefined_spaces.PredefinedSpace method) getSetBND() (postprocess.xcVtk.vtk_graphic_base.RecordDefGrid method) getSetHexaedrMultiRegion() (model.geometry.grid_model.GridModel method) getSetHexaedrMultiXYZRegion() (model.geometry.grid_model.GridModel method) getSetHexaedrOneRegion() (model.geometry.grid_model.GridModel method) getSetHexaedrOneXYZRegion() (model.geometry.grid_model.GridModel method) getSetIntersLin() (in module model.geometry.grid_model) getSetIntersSurf() (in module model.geometry.grid_model) getSetIntersVol() (in module model.geometry.grid_model) getSetLinFromLstGridPnt() (model.geometry.grid_model.GridModel method) getSetLinFromLstXYZPnt() (model.geometry.grid_model.GridModel method) getSetLinFromMultiLstGridPnt() (model.geometry.grid_model.GridModel method) getSetLinFromMultiLstXYZPnt() (model.geometry.grid_model.GridModel method) getSetLinMultiRegion() (model.geometry.grid_model.GridModel method) getSetLinMultiXYZRegion() (model.geometry.grid_model.GridModel method) getSetLinOneRegion() (model.geometry.grid_model.GridModel method) getSetLinOneXYZRegion() (model.geometry.grid_model.GridModel method) getSetPntMultiRegion() (model.geometry.grid_model.GridModel method) getSetPntMultiXYZRegion() (model.geometry.grid_model.GridModel method) getSetPntRange() (model.geometry.grid_model.GridModel method) getSetPntXYZRange() (model.geometry.grid_model.GridModel method) getSetsContainingElement() (model.predefined_spaces.PredefinedSpace method) getSetsContainingNode() (model.predefined_spaces.PredefinedSpace method) getSetsNames() (model.predefined_spaces.PredefinedSpace method) getSetSurfMultiRegion() (model.geometry.grid_model.GridModel method) getSetSurfMultiXYZRegion() (model.geometry.grid_model.GridModel method) getSetSurfOneRegion() (model.geometry.grid_model.GridModel method) getSetSurfOneXYZRegion() (model.geometry.grid_model.GridModel method) getShapeBendingCompactWebAndFlangeRatio() (in module materials.sections.structural_shapes.aisc_metric_shapes) getShapePlasticAxialLoad() (in module materials.sections.structural_shapes.aisc_metric_shapes) getShapePlasticMoment() (in module materials.sections.structural_shapes.aisc_metric_shapes) getShapeRegions() (materials.sections.structural_steel.IShape method) getShapeTorsionalElasticBucklingStress() (in module materials.sections.structural_shapes.aisc_metric_shapes) getShearArea() (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.ec3.EC3_materials.CFCHSShape method) (materials.ec3.EC3_materials.CHSShape method) (materials.ec3.EC3_materials.EC3Shape method) (materials.ec3.EC3_materials.MicropileTubeShape method) getShearCapacityFactor() (materials.aci.ACI_limit_state_checking.ShearPlane method) getShearCF() (in module materials.sia262.SIA262_limit_state_checking) getShearEffectiveCrossSectionalArea() (materials.astm_aisc.ASTM_materials.AnchorBolt method) getShearEffectiveDepth() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getShearForce() (materials.limit_state_checking_base.ShearControllerBase method) getShearForceAtFootingStemCorner() (rough_calculations.ng_retaining_wall.FootingReinforcement method) getShearLimit() (in module materials.sia262.SIA262_limit_state_checking) getShearModulus() (geotechnics.frictional_soil.FrictionalSoil method) getShearReinforcementArea() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) getShearReinforcementReqArea() (rough_calculations.ng_pile_cap.TwoPileCap method), [1] getShearReinfY() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) getShearReinfZ() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) getShearResistanceCrackedNoShearReinf() (in module materials.ec2.EC2_limit_state_checking) getShearResistanceFactor() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getShearResistanceNonCrackedNoShearReinf() (in module materials.ec2.EC2_limit_state_checking) getShearResistanceShearReinf() (in module materials.ec2.EC2_limit_state_checking) getShearStiffnessY() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) getShearStiffnessZ() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) getShearStrength() (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.awc_nds.AWCNDS_materials.WoodSection method) (materials.ec2.EC2_limit_state_checking.ShearController method) getShearStrengthCrackedNoShearReinf() (materials.ec2.EC2_limit_state_checking.ShearController method) getShearStrengthNonCrackedNoShearReinf() (materials.ec2.EC2_limit_state_checking.ShearController method) getShearStrengthNoShearReinf() (materials.ec2.EC2_limit_state_checking.ShearController method) getShearStrengthReductionFactor() (materials.ec2.EC2_materials.EC2Concrete method) getShearStrengthShearReinf() (materials.ec2.EC2_limit_state_checking.ShearController method) getShearStress() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getShearTab() (materials.astm_aisc.ASTM_materials.ConnectedMember method) getShearTabBoltArray() (materials.astm_aisc.ASTM_materials.ConnectedMember method) getShearTabCore() (materials.astm_aisc.ASTM_materials.ConnectedMember method) getShearUnderConcentratedLoad() (rough_calculations.ng_cantilever.Cantilever method) (rough_calculations.ng_simple_beam.SimpleBeam method) getShearUnderUniformLoad() (rough_calculations.ng_cantilever.Cantilever method) (rough_calculations.ng_simple_beam.SimpleBeam method) getShearUnderUniformLoadPartiallyDistributed() (rough_calculations.ng_simple_beam.SimpleBeam method) getShellIntForceComponentLabelFromName() (model.predefined_spaces.PredefinedSpace method) getShortName() (postprocess.utils_display.PartToDisplay method) getShrAlfads1() (materials.concrete_base.Concrete method) getShrAlfads2() (materials.concrete_base.Concrete method) getShrAlphabs() (materials.ec2.EC2_materials.EC2Concrete2021 method) getShrAlphads() (materials.ec2.EC2_materials.EC2Concrete2021 method) getShrBetaast() (materials.concrete_base.Concrete method) getShrBetadstts() (materials.concrete_base.Concrete method) (materials.ec2.EC2_materials.EC2Concrete2021 method) getShrBetaRH() (materials.concrete_base.Concrete method) (materials.ec2.EC2_materials.EC2Concrete2021 method) getShrEpsca() (materials.concrete_base.Concrete method) getShrEpscainf() (materials.concrete_base.Concrete method) getShrEpscbs() (materials.ec2.EC2_materials.EC2Concrete2021 method) getShrEpscbsfcm() (materials.ec2.EC2_materials.EC2Concrete2021 method) getShrEpscd() (materials.concrete_base.Concrete method) getShrEpscd0() (materials.concrete_base.Concrete method) getShrEpscds() (materials.ec2.EC2_materials.EC2Concrete2021 method) getShrEpscdsfcm() (materials.ec2.EC2_materials.EC2Concrete2021 method) getShrEpscs() (materials.concrete_base.Concrete method) (materials.ec2.EC2_materials.EC2Concrete2021 method) getShrKh() (materials.concrete_base.Concrete method) getShrRHeq() (materials.ec2.EC2_materials.EC2Concrete2021 method) getSide() (geom.Plane3d method) getSigmaNThroatPlane() (in module materials.eae.EAE_limit_state_checking) getSignedAngle() (geom.Vector2d method) (geom.Vector3d method) getSimpsonWeights() (xc.EntMdlr method) getSingleFreedomConstraintsData() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) getSkewConstraintsData() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) getSlendernessRatio() (materials.astm_aisc.ASTM_materials.MemberWithEndConnections method) (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.CHSShape method) getSlendernessY() (materials.sections.structural_steel.SteelShape method) getSlendernessZ() (materials.sections.structural_steel.SteelShape method) getSlidingSafetyFactor() (rough_calculations.ng_retaining_wall.RetainingWall method) getSlidingVectorsSystemfromSlidingVector() (in module postprocess.quick_inquiry.nodal_reactions) getSlipFactor() (materials.ec3.EC3_materials.BoltFastener method) getSlope() (geom.Ray3d method) getSNeg() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getSneg() (postprocess.element_section_map.SetRCSections2SetElVerif method) getSolidWebBridgeDragForceCoefficient() (in module actions.wind.IAPF_wind) getSolutionStrategyName() (solution.predefined_solutions.SolutionProcedure method) getSpaceDimension() (model.predefined_spaces.PredefinedSpace method) getSpacement() (xc.StraightReinfLayer method) getSpacing() (materials.astm_aisc.ASTM_materials.AnchorGroup method) (materials.sections.rebar_family.DoubleRebarFamily method) getSpacings() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) getSpan() (rough_calculations.vaults_rough_calc.SphericalDome method) getSpanRating() (materials.awc_nds.AWCNDS_materials.WoodPanelSection method) getSPList() (xc.ConstrContainer method) getSPos() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getSpos() (postprocess.element_section_map.SetRCSections2SetElVerif method) getSPosHomogenized() (xc.FiberSectionBase method) getSPs (xc.ConstrContainer property) getSqrtFck() (materials.aci.ACI_materials.ACIConcrete method) getSquareAnchorGroup() (in module materials.astm_aisc.ASTM_materials) getStateComponentIndexFromName() (model.predefined_spaces.PredefinedSpace method) getStatistics() (actions.combinations.CombContainer method) (actions.combinations.SituationCombs method) (actions.combinations.SituationsSet method) (actions.combinations.SLSCombinations method) (actions.combinations.ULSCombinations method) getSteelDiagram() (materials.sections.fiber_section.def_simple_RC_section.RCFiberSectionParameters method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getSteelEquivalenceCoefficient() (materials.sections.fiber_section.def_simple_RC_section.RCFiberSectionParameters method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) getSteelFatigueLimitStress() (in module materials.sia262.SIA262_limit_state_checking) getSteelNegStressIncrement() (postprocess.control_vars.FatigueControlVars method) getSteelPosStressIncrement() (postprocess.control_vars.FatigueControlVars method) getSteelRatio() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getSteelShapeDepthRange() (in module materials.sections.structural_shapes.arcelor_metric_shapes) getSteelStrengthShear() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getStemContourPoints() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getStemInternalForces() (rough_calculations.ng_retaining_wall.RetainingWall method) getStemMemberType() (rough_calculations.ng_retaining_wall.StemReinforcement method) getStemReinforcement() (rough_calculations.ng_retaining_wall.RetainingWall method) getStemSections() (rough_calculations.ng_retaining_wall.RetainingWall method) getStemTopNode() (rough_calculations.ng_retaining_wall.RetainingWall method) getStemYCoordinates() (rough_calculations.ng_retaining_wall.RetainingWall method) getStirrupsTension() (materials.ehe.EHE_limit_state_checking.ConcreteCorbel static method) getStrain() (xc.BidimStrainLoad method) (xc.DeformationPlane method) (xc.Fiber method) (xc.NDMaterial method) (xc.SectionForceDeformation method) (xc.UniaxialMaterial method) getStrainComponentIndexFromName() (model.predefined_spaces.SolidMechanics2D method) (model.predefined_spaces.SolidMechanics3D method) (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) getStrains() (postprocess.reports.graph_material.UniaxialMaterialDiagramGraphic method) (xc.BidimStrainLoad method) (xc.DeformationPlane method) (xc.TrussStrainLoad method) getStrainUnitsDescription() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.OutputUnits method) getStrainUnitsScaleFactor() (postprocess.output_styles.OutputStyle method) (postprocess.output_units.OutputUnits method) getStrArguments() (postprocess.control_vars.ControlVarsBase method) (postprocess.control_vars.CrackControlVars method) getStrClaseEsfuerzo() (xc.FiberSectionBase method) getStrConstraints() (import_export.basic_entities.SupportRecord method) getStrConstructor() (postprocess.control_vars.ControlVarsBase method) getStrengthDuctilityShear() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getStrengthDuctilityTension() (materials.aci.ACI_limit_state_checking.AnchorBolt method) getStress() (xc.Fiber method) (xc.NDMaterial method) (xc.UniaxialMaterial method) getStressCalculator() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getStressComponentIndexFromName() (model.predefined_spaces.SolidMechanics2D method) (model.predefined_spaces.SolidMechanics3D method) (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) getStressD() (materials.concrete_base.ReinforcingSteel method) getStresses() (postprocess.reports.graph_material.UniaxialMaterialDiagramGraphic method) getStressesDict() (materials.ec2.EC2_limit_state_checking.Ec2InPlaneStressLimitStateData method) getStressK() (materials.concrete_base.ReinforcingSteel method) getStressReductionFactor() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method) getStressResultant() (xc.SectionForceDeformation method) getStressResultantComponent() (xc.SectionForceDeformation method) getString() (xc.ResponseId method) getStringFromComponentId() (xc.ResponseId method) getStringIdentifiers() (xc.ResponseId method) getStrKeyPointsIds() (import_export.block_topology_entities.BlockRecord method) getStrongAxisAngle() (xc.BeamColumnWithSectionFDTrf3d method) (xc.ProtoBeam2d method) (xc.ProtoBeam3d method) (xc.ZeroLengthSection method) getStrThicknessCommand() (import_export.mesh_entities.CellRecord method) getStructuralMechanics2DSpace() (in module model.predefined_spaces) getStructuralMechanics3DSpace() (in module model.predefined_spaces) getStrXCNodes() (import_export.mesh_entities.CellRecord method) getSubsetHexaedrMultiRegion() (model.geometry.grid_model.GridModel method) getSubsetHexaedrMultiXYZRegion() (model.geometry.grid_model.GridModel method) getSubsetHexaedrOneRegion() (model.geometry.grid_model.GridModel method) getSubsetHexaedrOneXYZRegion() (model.geometry.grid_model.GridModel method) getSubsetLinMultiRegion() (model.geometry.grid_model.GridModel method) getSubsetLinMultiXYZRegion() (model.geometry.grid_model.GridModel method) getSubsetLinOneRegion() (model.geometry.grid_model.GridModel method) getSubsetLinOneXYZRegion() (model.geometry.grid_model.GridModel method) getSubsetSurfMultiRegion() (model.geometry.grid_model.GridModel method) getSubsetSurfMultiXYZRegion() (model.geometry.grid_model.GridModel method) getSubsetSurfOneRegion() (model.geometry.grid_model.GridModel method) getSubsetSurfOneXYZRegion() (model.geometry.grid_model.GridModel method) getSuitableDepth() (rough_calculations.ng_pile_cap.TwoPileCap method), [1] getSuitableDistanceBetweenPiles() (rough_calculations.ng_pile_cap.TwoPileCap method), [1] getSuitableLength() (rough_calculations.ng_pile_cap.TwoPileCap method), [1] getSuitableWidth() (rough_calculations.ng_pile_cap.TwoPileCap method), [1] getSuitableXZVector() (in module model.predefined_spaces) (model.predefined_spaces.StructuralMechanics method) getSupportLine() (geom.Ray3d method) getSurfaceHandler() (model.predefined_spaces.PredefinedSpace method) getSurfacePressureFreeComponents() (in module import_export.sciaXML.scia_loads.surface_pressure_free_container) getSurfacePressureFreeObjects() (in module import_export.sciaXML.scia_loads.surface_pressure_free_container) getSurfaces (xc.Set property) getSurfArea() (rough_calculations.vaults_rough_calc.SphericalDome method) getSymmetry() (materials.sections.structural_steel.CHShape method) (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.LShape method) (materials.sections.structural_steel.QHShape method) (materials.sections.structural_steel.SteelShape method) (materials.sections.structural_steel.UShape method) getSystemItem() (import_export.sciaXML.scia_loads.load_component_base.LoadComponentBase method) getT() (import_export.sciaXML.xml_basics.scxml_base.SCXMLBase method) (import_export.sciaXML.xml_basics.scxml_header_item.SCXMLHeaderItem method) (import_export.sciaXML.xml_basics.scxml_object_item.SCXMLObjectItem method) (materials.sections.rebar_family.FamNBars method) (materials.sections.rebar_family.RebarRow method) (xc.NLForceBeamColumn3dBase method) getT1 (xc.NLForceBeamColumn3dBase property) getT2 (xc.NLForceBeamColumn3dBase property) getTables() (import_export.sciaXML.xml_basics.scxml_table_container.SCXMLTableContainer method) getTagNode (xc.Pnt property) getTagPntGrid() (model.geometry.grid_model.GridModel method) getTags() (import_export.block_topology_entities.BlockDict method) (import_export.mesh_entities.CellDict method) (import_export.mesh_entities.NodeDict method) (xc.dq_ptrs_constraint method) (xc.dq_ptrs_element method) (xc.dq_ptrs_node method) getTagsElementosSet() (in module model.model_inquiry) getTagsNodesFromSet() (in module model.model_inquiry) getTangent() (xc.ConcreteBase method) (xc.NDMaterial method) (xc.UniaxialMaterial method) getTangentStiffness() (xc.SectionForceDeformation method) (xc.SetMeshComp method) getTauNThroatPlane() (in module materials.eae.EAE_limit_state_checking) getTemperatureFactor() (in module materials.awc_nds.AWCNDS_materials) getTemplateSection() (postprocess.element_section_map.RCSlabBeamSection method) getTensileBendingEfficiency() (materials.concrete_base.ReinforcedConcreteLimitStrains method) getTensileStrength() (materials.astm_aisc.ASTM_materials.AnchorBolt method) (materials.awc_nds.AWCNDS_materials.WoodSection method) getTensionDeck() (rough_calculations.tied_arch_simple_model.TiedArchBridgeRoughModel method) getTensionedPlaneTrace() (xc.FiberSectionBase method) getTensionEffectiveCrossSectionalArea() (materials.astm_aisc.ASTM_materials.AnchorBolt method) getTensionForceRing() (rough_calculations.vaults_rough_calc.SphericalDome method) getTensionOnBottomReinforcement() (rough_calculations.ng_pile_cap.TwoPileCap method), [1] getTensionReinforcementArea() (rough_calculations.ng_rc_section.RCSection method) getTensionSizeFactor() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) (materials.awc_nds.dimensional_lumber.SouthernPineWood method) getTensStress() (rough_calculations.vaults_rough_calc.hyparUmbrella method) getTexts() (geom_utils.longitudinal_profile.GuitarString method) getTheta() (xc.PrismaticBarCrossSection method) getTheta_pGrossSection() (xc.SectionMassProperties method) getTheta_pHomogenizedSection() (xc.SectionMassProperties method) getThetaP (xc.ReinfBar property) getThickness() (materials.sections.section_properties.CircularSection method) getThicknessRatio() (materials.sections.section_properties.RectangularHollowSection method) getThrust() (actions.earth_pressure.earth_pressure.SeismicPressureDistribution method) getTimeDependentForceLosses() (materials.ec2.EC2_materials.PrestressingSteel method) getTimeDependentStressLosses() (materials.ec2.EC2_materials.PrestressingSteel method) getTimeIncr() (xc.PathSeries method) (xc.TimeSeries method) getTimeSeries() (xc.MapLoadPatterns method) getTimeSeriesName() (actions.load_cases.LoadCase method) getTimeTracker (xc.Domain property) getTmax() (rough_calculations.vaults_rough_calc.hyparUmbrella method) getToeEndNode() (rough_calculations.ng_retaining_wall.RetainingWall method) getToeEndNodePosition() (rough_calculations.ng_retaining_wall.RetainingWall method) getToePosition() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getTopFlangeBoltedPlate() (materials.astm_aisc.ASTM_materials.ConnectedMember method) getTopFlangeMidPlane() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getTopFlangeMidPlaneContourPoints() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getTopReinforcementReqArea() (rough_calculations.ng_pile_cap.TwoPileCap method), [1] getTorsionalBucklingCriticalStress() (materials.astm_aisc.ASTM_materials.ASTMShape method) getTorsionalElasticBucklingStress() (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.astm_aisc.ASTM_materials.CHSSShape method) (materials.astm_aisc.ASTM_materials.CShape method) (materials.astm_aisc.ASTM_materials.HFSHSShape method) (materials.astm_aisc.ASTM_materials.HSSShape method) (materials.astm_aisc.ASTM_materials.IShape method) (materials.astm_aisc.ASTM_materials.WShape method) (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getTorsionalStiffness() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) getTorsionalThickness() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getTorsionReinforcementArea() (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) getTotalEffectiveModalMass() (xc.Domain method) getTotalHeight() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getTotalMass() (xc.EigenAnalysis method) getTotalMassComponent() (xc.Domain method) (xc.DqPtrsElem method) (xc.DqPtrsNode method) (xc.Mesh method) (xc.SetMeshComp method) getTotalReinforcementArea() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) getTotalSet() (model.predefined_spaces.PredefinedSpace method) getTransfCooHandler() (model.predefined_spaces.PredefinedSpace method) getTransformation (xc.Element0D property) getTransformed() (geom.Trf2d method) (geom.Trf3d method) getTransmissionLength() (materials.ehe.EHE_limit_state_checking.StrandController method) (materials.ehe.EHE_materials.PrestressingSteel method) (materials.ehe.EHE_materials.Y1860S7Strand method) getTrfMatrix (xc.ShellCrdTransf3dBase property) getTrfPoint() (geom_utils.longitudinal_profile.LongProfile method) getTrfPoints() (geom_utils.longitudinal_profile.LongProfile method) getTrfPos() (xc.TrfGeom method) getTrfPos2d() (geom.Trf2d method) getTrfPos3d() (geom.Trf3d method) getTrfVector() (xc.TrfGeom method) getTrfVector2d() (geom.Trf2d method) getTrfVector3d() (geom.Trf3d method) getTriangle1() (geom.MatrixPos2d method) getTriangle2() (geom.MatrixPos2d method) getTriangleMap() (xc.ClosedTriangleMesh method) getType() (import_export.block_topology_entities.BlockRecord method) getTypeCode() (import_export.basic_entities.ComponentSupportRecord method) getTypeId() (materials.bridge_bearings.Bearing method) getTypes() (xc.DqPtrsElem method) getU() (rough_calculations.ng_prestressed_concrete.prestressingWire method) getUad() (materials.ehe.EHE_limit_state_checking.BlockMember method) getUbd() (materials.ehe.EHE_limit_state_checking.BlockMember method) getUgd() (in module rough_calculations.ng_min_dim_of_abutment_support) getUIAw() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUINominalShearStrengthWithoutTensionFieldAction() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeCriticalStressF() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeLambdaHDFlange() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeLambdaHDWeb() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeLambdaMDFlange() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeLambdaMDWeb() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeLambdaPFlangeBending() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeLambdaPWebBending() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeLambdaRFlangeBending() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeLambdaRFlangeCompression() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeLp() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeLr() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeNominalFlexuralStrength() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIShapeRts() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUIWebPlateShearBucklingCoefficient() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUltimateBondStress() (materials.ec2.EC2_materials.EC2Concrete method) (materials.ec2.EC2_materials.PrestressingSteel method) getUltimateStress() (materials.concrete_base.PrestressingSteel method) getUltShearStressWithoutReinf() (materials.ehe.EHE_limit_state_checking.LongShearJoints method) getUltShearStressWithReinf() (materials.ehe.EHE_limit_state_checking.LongShearJoints method) getUnitParameters() (postprocess.output_styles.OutputStyle method) getUnitWindLoadDeck() (in module actions.wind.IAPF_wind) getUpDirection() (model.geometry.truss_generators.TrussGeometry method) getUpperChordBackEndPoint() (model.geometry.truss_generators.TrussGeometry method) getUpperChordDirection() (model.geometry.truss_generators.TrussGeometry method) getUpperChordFrontEndPoint() (model.geometry.truss_generators.TrussGeometry method) getUri() (import_export.sciaXML.xml_basics.scxml_definition.SCXMLDefinition method) getUSLabel() (in module materials.sections.structural_shapes.aisc_metric_shapes) getUxUyUzNodA() (materials.bridge_bearings.PotBearing method) getUxUyUzNodB() (materials.bridge_bearings.PotBearing method) getV() (import_export.sciaXML.xml_basics.scxml_object_item.SCXMLObjectItem method) (xc.NLForceBeamColumn2dBase method) getV1 (xc.NLForceBeamColumn2dBase property) getV2 (xc.NLForceBeamColumn2dBase property) getV2() (materials.bridge_bearings.ElastomericBearing method) getV3() (materials.bridge_bearings.ElastomericBearing method) getV4() (materials.bridge_bearings.ElastomericBearing method) getV_max() (materials.aci.ACI_limit_state_checking.ShearController method) getVA() (rough_calculations.masonry_vault.resistance method) getValue (xc.SFreedom_Constraint property) getValueForNode() (postprocess.xcVtk.diagrams.node_property_diagram.NodePropertyDiagram method) getValueObjectItem() (import_export.sciaXML.scia_loads.load_component_base.LoadComponentBase method) getValuesAtNodes() (model.predefined_spaces.PredefinedSpace method) getVanchor() (rough_calculations.suspension_bridge_simple_model.SuspensionBridgeRoughModel method) getVB() (rough_calculations.masonry_vault.resistance method) getVb() (rough_calculations.suspension_bridge_simple_model.SuspensionBridgeRoughModel method) getVCable() (rough_calculations.cable_stayed_bridge_simple_model.CableStayedBridgeRoughModel method) getVcNoShearRebars() (materials.aci.ACI_limit_state_checking.ShearController method) getVcRdy() (materials.ec3.EC3_materials.EC3Shape method) getVcu() (in module materials.ehe.EHE_limit_state_checking) getVcuEHE08() (in module materials.ehe.EHE_limit_state_checking) getVcuEHE08CrackAngle() (in module materials.ehe.EHE_limit_state_checking) getVDirStrongAxis() (xc.CrossSectionProperties3d method) (xc.PrismaticBarCrossSection method) getVDirStrongAxisGlobalCoord() (xc.BeamColumnWithSectionFDTrf3d method) (xc.ElasticBeam2d method) (xc.ElasticBeam3d method) (xc.ZeroLengthSection method) getVDirStrongAxisGrossSection() (xc.SectionMassProperties method) getVDirStrongAxisHomogenizedSection() (xc.SectionMassProperties method) getVDirStrongAxisLocalCoord() (xc.BeamColumnWithSectionFDTrf3d method) (xc.ProtoBeam2d method) (xc.ProtoBeam3d method) (xc.ZeroLengthSection method) getVDirWeakAxis() (xc.CrossSectionProperties3d method) (xc.PrismaticBarCrossSection method) getVDirWeakAxisGlobalCoord() (xc.BeamColumnWithSectionFDTrf3d method) (xc.ElasticBeam2d method) (xc.ElasticBeam3d method) (xc.ZeroLengthSection method) getVDirWeakAxisGrossSection() (xc.SectionMassProperties method) getVDirWeakAxisHomogenizedSection() (xc.SectionMassProperties method) getVDirWeakAxisLocalCoord() (xc.BeamColumnWithSectionFDTrf3d method) (xc.ProtoBeam2d method) (xc.ProtoBeam3d method) (xc.ZeroLengthSection method) getVdispNodA() (materials.bridge_bearings.PotBearing method) getVdispNodB() (materials.bridge_bearings.PotBearing method) getVector3dLocalForce() (xc.BeamMecLoad method) getVector3dLocalMoment() (xc.BeamMecLoad method) (xc.ShellMecLoad method) getVectorCantoUtil() (xc.FiberSectionBase method) getVectorGlobalCoordFromLocal() (xc.CrdTransf method) (xc.ShellCrdTransf3dBase method) getVectorIElem() (in module model.mesh.element_vectors) getVectorJElem() (in module model.mesh.element_vectors) getVectorKElem() (in module model.mesh.element_vectors) getVectorLocalCoordFromGlobal() (xc.CrdTransf method) (xc.ShellCrdTransf3dBase method) getVectorMaterials (xc.PhysicalProperties_NDMat property) (xc.PhysicalProperties_SectionFDMat property) (xc.PhysicalProperties_UMat property) getVectorPos() (xc.Pnt method) getVel() (xc.GroundMotion method) getVerbosityLevel() (model.predefined_spaces.PredefinedSpace method) getVerifBucklingFile() (postprocess.config.default_config.ProjectDirTree method) getVerifCrackFreqFile() (postprocess.config.default_config.ProjectDirTree method) getVerifCrackQpermFile() (postprocess.config.default_config.ProjectDirTree method) getVerifCrackRareFile() (postprocess.config.default_config.ProjectDirTree method) getVerifFatigueFile() (postprocess.config.default_config.ProjectDirTree method) getVerifFile() (postprocess.config.default_config.ProjectDirTree method) getVerifNormStrFile() (postprocess.config.default_config.ProjectDirTree method) getVerifShearFile() (postprocess.config.default_config.ProjectDirTree method) getVerifTorsionFile() (postprocess.config.default_config.ProjectDirTree method) getVerifVonMisesStressFile() (postprocess.config.default_config.ProjectDirTree method) getVertex() (geom.Polygon3d method) (xc.Body method) getVertexList() (geom.BND2d method) (geom.BND3d method) (geom.Polygon3d method) getVerticalAccel1Person() (in module materials.ec5.EC5_limit_state_checking) getVerticalAccel1Runner() (in module materials.ec5.EC5_limit_state_checking) getVerticalAccelNPersons() (in module materials.ec5.EC5_limit_state_checking) getVerticalPressure() (actions.earth_pressure.earth_pressure.EarthPressureModel method) (actions.earth_pressure.earth_pressure.PeckPressureEnvelope method) (actions.earth_pressure.earth_pressure.PressureModelBase method) (actions.earth_pressure.earth_pressure.UniformPressureOnBackfill method) getVerticalStressAtDepth() (geotechnics.earth_pressure.SoilModel method) getVerticalSupportReaction() (rough_calculations.vaults_rough_calc.SphericalDome method) getVertices() (geom.BND2d method) (geom.BND3d method) (import_export.block_topology_entities.BlockRecord method) (xc.Body method) getVirtualBack() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getVm() (rough_calculations.suspension_bridge_simple_model.SuspensionBridgeRoughModel method) getVolume() (geom.GeomObj method) (xc.Body method) (xc.ClosedTriangleMesh method) getVolumeFactor() (in module materials.awc_nds.AWCNDS_materials) (materials.awc_nds.AWCNDS_materials.LSLHeaderSection method) (materials.awc_nds.AWCNDS_materials.LVLHeaderSection method) getVplRdy() (materials.ec3.EC3_materials.EC3Shape method) getvQt() (rough_calculations.masonry_vault.trafficLoadResult method) getVR() (materials.aci.ACI_limit_state_checking.ACIDoubleRebarFamily method) (materials.aci.ACI_limit_state_checking.ACIRebarFamily method) (materials.ec2.EC2_limit_state_checking.EC2RebarFamily method) (materials.ehe.EHE_limit_state_checking.EHERebarFamily method) (materials.sia262.SIA262_limit_state_checking.SIADoubleRebarFamily method) (materials.sia262.SIA262_limit_state_checking.SIARebarFamily method) (rough_calculations.ng_rc_section.RCSection method) getVsu() (in module materials.ehe.EHE_limit_state_checking) getVsuEHE08() (in module materials.ehe.EHE_limit_state_checking) getVtkCellType (xc.Constraint property) (xc.SFreedom_Constraint property) getVtkCornerAnnotation() (postprocess.xcVtk.screen_annotation.ScreenAnnotation method) getVu() (in module materials.ehe.EHE_limit_state_checking) (materials.aci.ACI_limit_state_checking.ShearController method) getVu1() (in module materials.ehe.EHE_limit_state_checking) getVu1EHE08() (in module materials.ehe.EHE_limit_state_checking) getVu2() (in module materials.ehe.EHE_limit_state_checking) getVu2EHE08NoAt() (in module materials.ehe.EHE_limit_state_checking) getVu2EHE08NoAtNoFis() (in module materials.ehe.EHE_limit_state_checking) getVu2EHE08NoAtSiFis() (in module materials.ehe.EHE_limit_state_checking) getVu2EHE08SiAt() (in module materials.ehe.EHE_limit_state_checking) getVu2SIN() (in module materials.ehe.EHE_limit_state_checking) getVuEHE08SiAt() (in module materials.ehe.EHE_limit_state_checking) getVuNoShearRebars() (materials.sia262.SIA262_limit_state_checking.ShearController method) getVy() (xc.NLForceBeamColumn3dBase method) getVy1 (xc.NLForceBeamColumn2dBase property) (xc.NLForceBeamColumn3dBase property) getVy2 (xc.NLForceBeamColumn2dBase property) (xc.NLForceBeamColumn3dBase property) getVz() (xc.NLForceBeamColumn3dBase method) getVz1 (xc.NLForceBeamColumn3dBase property) getVz2 (xc.NLForceBeamColumn3dBase property) getW1() (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) getW1y() (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) getW1z() (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) getWallEmbedmentDepth() (rough_calculations.predim_diaphragm_wall.DiaphragmWallRoughModel method) getWallThickness() (rough_calculations.predim_diaphragm_wall.DiaphragmWallRoughModel method) getWarpingConstant() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.GenericSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.ISection method) (materials.sections.section_properties.PolygonalSection method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.AUShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.HEShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.IPEShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.IPNShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.UBShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.UCShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.UPNShape method) (materials.sections.structural_steel.CHShape method) (materials.sections.structural_steel.QHShape method) getWaterPressure() (actions.earth_pressure.earth_pressure.EarthPressureModel method) getWAxisElasticLateralTorsionalBucklingMoment() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getWAxisLateralTorsionalBucklingLimit() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getWAxisLegLocalBucklingLimit() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getWAxisNominalFlexuralStrength() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getWAxisPlasticMoment() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getWAxisYieldMoment() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getWeakAxisAngle() (xc.BeamColumnWithSectionFDTrf3d method) (xc.ProtoBeam2d method) (xc.ProtoBeam3d method) (xc.ZeroLengthSection method) getWebLocalBucklingLimit() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) getWebMidPlane() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getWebMidPlaneContourPoints() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getWebPlateShearBucklingCoefficient() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getWebShearBucklingStrengthCoefficient() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getWebShearStrengthCoefficient() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method) (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getWebStrutAngleForSimultaneousCollapse() (in module materials.ec2.EC2_limit_state_checking) getWebStrutAngleLimits() (in module materials.ec2.EC2_limit_state_checking) getWebSuitableBolt() (materials.astm_aisc.ASTM_materials.ASTMShape method) getWebThickness() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getWeldBlockData() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) getWetServiceFactor() (in module materials.awc_nds.AWCNDS_materials) getWFHeelEndPosition() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getWFStemBottomPosition() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getWFStemHeigth() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getWFStemTopPosition() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getWFToeEndPosition() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getWidth() (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.rebar_family.FamNBars method) getWindPress() (actions.wind.base_wind.cylindrWind method) getWindPressure() (in module actions.wind.IAPF_wind) getWoodArmer() (materials.sections.internal_forces.ShellMaterialInternalForces method) getWoodArmer1() (materials.sections.internal_forces.ShellMaterialInternalForces method) getWoodArmer2() (materials.sections.internal_forces.ShellMaterialInternalForces method) getWorkingDirectory() (postprocess.config.default_config.EnvConfig method) getWorstCombinationForAdmissiblePressure() (rough_calculations.ng_retaining_wall.WallStabilityResults method) getWorstCombinationForBearingResistance() (rough_calculations.ng_retaining_wall.WallStabilityResults method) getWorstCombinationForOverturning() (rough_calculations.ng_retaining_wall.WallStabilityResults method) getWorstCombinationForSliding() (rough_calculations.ng_retaining_wall.WallStabilityResults method) getWy() (materials.sections.structural_steel.SteelShape method) getWz() (materials.sections.structural_steel.SteelShape method) getX() (geom.MatrixPos2d method) (import_export.mesh_entities.NodeRecord method) (rough_calculations.masonry_vault.trafficLoadResult method) getXAxisAngle() (geom.Vector2d method) getXCCommandString() (import_export.block_topology_entities.BlockData method) (import_export.block_topology_entities.BlockDict method) (import_export.block_topology_entities.BlockProperties method) (import_export.block_topology_entities.BlockRecord method) (import_export.block_topology_entities.PointDict method) (import_export.block_topology_entities.PointRecord method) (import_export.mesh_entities.CellDict method) (import_export.mesh_entities.CellRecord method) (import_export.mesh_entities.MeshData method) (import_export.mesh_entities.NodeDict method) (import_export.mesh_entities.NodeRecord method) (import_export.neutral_mesh_description.XCImportExportData method) getXCenter() (geom_utils.aux_cairo_plot.Boundary method) getXCFileName() (import_export.neutral_mesh_description.XCImportExportData method) getXCMaterialName() (materials.awc_nds.dimensional_lumber.DimensionLumberWood method) getXMax (geom.GeomObj2d property) (geom.GeomObj3d property) getXMin (geom.GeomObj2d property) (geom.GeomObj3d property) getXMLElement() (import_export.sciaXML.ep_plane_properties.EPPlaneProperties method) (import_export.sciaXML.material_properties.MaterialProperties method) (import_export.sciaXML.node_properties.NodeProperties method) (import_export.sciaXML.node_support_properties.NodeSupportProperties method) (import_export.sciaXML.project.Project method) (import_export.sciaXML.project_properties.ProjectProperties method) (import_export.sciaXML.scia_loads.element_load_properties.ElementLoadProperties method) (import_export.sciaXML.scia_loads.load_case_properties.LoadCaseProperties method) (import_export.sciaXML.scia_loads.load_comb_properties.LoadCombProperties method) (import_export.sciaXML.scia_loads.load_group_properties.LoadGroupProperties method) (import_export.sciaXML.scia_loads.node_load_properties.NodeLoadProperties method) (import_export.sciaXML.scia_loads.point_force_free_properties.PointForceFreeProperties method) (import_export.sciaXML.scia_loads.surface_pressure_free_container.PolygonPointRow method) (import_export.sciaXML.scia_loads.surface_pressure_free_properties.SurfacePressureFreeProperties method) (import_export.sciaXML.sXML_base.SXMLBase method) (import_export.sciaXML.xml_basics.scxml_enum.SCXMLEnum method) (import_export.sciaXML.xml_basics.scxml_enum_item.SCXMLEnumItem method) (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) (import_export.sciaXML.xml_basics.scxml_header_item.SCXMLHeaderItem method) (import_export.sciaXML.xml_basics.scxml_obj_base.SCXMLObjBase method) (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) (import_export.sciaXML.xml_basics.scxml_object_item.SCXMLObjectItem method) (import_export.sciaXML.xml_basics.scxml_properties_table.SCXMLPropertiesTable method) (import_export.sciaXML.xml_basics.scxml_property.SCXMLProperty method) (import_export.sciaXML.xml_basics.scxml_ref.SCXMLRef method) (import_export.sciaXML.xml_basics.scxml_row.SCXMLRowP012 method) (import_export.sciaXML.xml_basics.scxml_table_container.SCXMLTableContainer method) (import_export.sciaXML.xml_basics.scxml_table_xmlnodes.SCXMLTableXMLNodes method) getXMLElementLabel() (import_export.sciaXML.xml_basics.scxml_properties_sub_table.SCXMLPropertiesSubTable method) (import_export.sciaXML.xml_basics.scxml_properties_table.SCXMLPropertiesTable method) getXmlns() (import_export.sciaXML.project.Project method) getXMLTree() (import_export.sciaXML.project.Project method) (import_export.sciaXML.project_properties.ProjectProperties method) (import_export.sciaXML.sXML_base.SXMLBase method) getXWidth() (geom_utils.aux_cairo_plot.Boundary method) getXYPlane() (geom.Ref2d3d method) (geom.Ref3d3d method) getXYTrace() (geom.Plane3d method) getXYVertices() (materials.sections.section_properties.SectionProperties method) (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) getXYZcooPnt() (model.geometry.grid_model.GridModel method) getXZPlane() (geom.Ref3d3d method) getXZTrace() (geom.Plane3d method) getY() (geom.MatrixPos2d method) (import_export.mesh_entities.NodeRecord method) getYAsNeg() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getYAsPos() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) getYAxisAngle() (geom.Vector2d method) getYCenter() (geom_utils.aux_cairo_plot.Boundary method) getYCentroidAh() (materials.sections.stress_calc.StressCalc method) getYCentroidAs() (materials.sections.stress_calc.StressCalc method) getYExtReinfChange() (rough_calculations.ng_retaining_wall.StemReinforcement method) getYieldLimit() (materials.awc_nds.dowel_type_fasteners.DowelFastener method) getYieldMomentY() (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) getYieldMomentZ() (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) getYKeystone() (rough_calculations.masonry_vault.archGeometry method) getYLateralTorsionalBucklingFlexuralStrength() (materials.astm_aisc.ASTM_materials.MemberWithEndConnections method) getYMax (geom.GeomObj2d property) (geom.GeomObj3d property) getYMin (geom.GeomObj2d property) (geom.GeomObj3d property) getYNominalFlexuralStrength() (materials.astm_aisc.ASTM_materials.MemberWithEndConnections method) getYRot() (rough_calculations.masonry_vault.archGeometry method) getYs() (materials.sections.stress_calc.StressCalc method) getYShearEfficiency() (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.awc_nds.AWCNDS_materials.WoodSection method) (materials.ec3.EC3_materials.EC3Shape method) getYsp() (materials.sections.stress_calc.StressCalc method) getYStem() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) (rough_calculations.ng_retaining_wall.InternalForces method) getYt() (materials.astm_aisc.ASTM_materials.ASTMSteel method) getYWidth() (geom_utils.aux_cairo_plot.Boundary method) getYZPlane() (geom.Ref3d3d method) getYZTrace() (geom.Plane3d method) getZ() (import_export.mesh_entities.NodeRecord method) (rough_calculations.vaults_rough_calc.hyparUmbrella method) getZAxisElasticLateralTorsionalBucklingMoment() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getZAxisLegLocalBucklingLimit() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getZAxisNominalFlexuralStrength() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getZAxisPlasticMoment() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getZAxisYieldMoment() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) getZBendingEfficiency() (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.ec3.EC3_materials.EC3Shape method) getZLateralTorsionalBucklingFlexuralStrength() (materials.astm_aisc.ASTM_materials.MemberWithEndConnections method) getZLimInf() (rough_calculations.ng_earth_pressure.KreyEarthPressurUnderConcentratedLoad method) getZLimSup() (rough_calculations.ng_earth_pressure.KreyEarthPressurUnderConcentratedLoad method) getZMax (geom.GeomObj3d property) getZMin (geom.GeomObj3d property) getZNominalFlexuralStrength() (materials.astm_aisc.ASTM_materials.MemberWithEndConnections method) getZShearEfficiency() (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.awc_nds.AWCNDS_materials.WoodSection method) ggmTopRowRebars() (in module materials.sections.fiber_section.geom_reinf_fiber_sect) GJ() (materials.sections.structural_steel.SteelShape method) (xc.CrossSectionProperties3d method) (xc.PrismaticBarCrossSection method) GlueNodeToElement (class in xc) glueNodeToElement() (model.predefined_spaces.PredefinedSpace method) glueSets() (in module model.predefined_spaces) gm (rough_calculations.masonry_vault.permLoadResult attribute) (rough_calculations.masonry_vault.trafficLoadResult attribute) gmBottomRowRebars() (in module materials.sections.fiber_section.geom_reinf_fiber_sect) gmHorizRowRebars() (in module materials.sections.fiber_section.geom_reinf_fiber_sect) gmRectangSection() (in module materials.sections.fiber_section.geom_fiber_sect) gmSectionName() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) gmSideFaceRebars() (in module materials.sections.fiber_section.geom_reinf_fiber_sect) gmSquareSection() (in module materials.sections.fiber_section.geom_fiber_sect) gradThermalStrain (class in actions.imposed_strain.imp_strain) graphicOutputPath (postprocess.figure_collection.FigsCollectionPlotter attribute) Grid2d (class in geom) gridHexaedrName() (model.geometry.grid_model.GridModel method) gridLinName() (model.geometry.grid_model.GridModel method) GridModel (class in model.geometry.grid_model) gridSurfName() (model.geometry.grid_model.GridModel method) grounDisplacement() (in module actions.quake.seismeSIA) GroundMotion (class in xc) GroundMotionRecord (class in xc) groupA (materials.astm_aisc.ASTM_materials.BoltFastener attribute) groupB (materials.astm_aisc.ASTM_materials.BoltFastener attribute) groupC (materials.astm_aisc.ASTM_materials.BoltFastener attribute) GroupRecord (class in import_export.neutral_mesh_description) GuitarString (class in geom_utils.longitudinal_profile) GussetPlate (class in materials.astm_aisc.ASTM_materials)

H

h (materials.sections.stress_calc.StressCalc attribute) (xc.ElasticBeam2d property) h() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.QHShape method) (materials.sections.structural_steel.UShape method) h_c_eff() (in module materials.ec2.EC2_limit_state_checking) HalfPlane2d (class in geom) HandlerRecorder (class in xc) HardeningMaterial (class in xc) hasAttribute() (import_export.block_topology_entities.BlockProperties method) (import_export.block_topology_entities.BlockRecord method) (import_export.block_topology_entities.PointRecord method) hasHoles() (import_export.block_topology_entities.BlockData method) (import_export.block_topology_entities.BlockRecord method) hasLabel() (import_export.block_topology_entities.BlockProperties method) (import_export.block_topology_entities.BlockRecord method) (import_export.block_topology_entities.PointRecord method) hAsNeg() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) hasNode (xc.Pnt property) hAsPos() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) hasResponse() (xc.ResponseId method) hasRows() (import_export.sciaXML.xml_basics.scxml_object_item.SCXMLObjectItem method) hCOG() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.ISection method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.UShape method) hCOGHomogenizedSection() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) hDiams (materials.astm_aisc.ASTM_materials.AnchorBolt attribute) he() (materials.ehe.EHE_limit_state_checking.TorsionParameters method) HeaderSection (class in materials.awc_nds.AWCNDS_materials) height (geom.BND2d property) (geom.BND3d property) helpSolve() (solution.database_helper.DatabaseHelperSolve method) HemFirWood (class in materials.awc_nds.dimensional_lumber)

HEShape (class in materials.ec3.EC3_materials) (class in materials.sections.structural_shapes.arcelor_metric_shapes) HFSHSShape (class in materials.astm_aisc.ASTM_materials) (class in materials.ec3.EC3_materials) (class in materials.sections.structural_shapes.aisc_metric_shapes) HHT (class in xc) HHT1 (class in xc) HHTBase (class in xc) HHTExplicit (class in xc) HHTGeneralized (class in xc) HHTGeneralizedExplicit (class in xc) HHTHybridSimulation (class in xc) HHTRayleighBase (class in xc) HingeBeamIntegration2d (class in xc) HingeBeamIntegration3d (class in xc) HingeEndpointBeamIntegration (class in xc) HingeMidpointBeamIntegration (class in xc) HingeMidpointBeamIntegration2d (class in xc) HingeMidpointBeamIntegration3d (class in xc) HingeRadauBeamIntegration (class in xc) HingeRadauBeamIntegration2d (class in xc) HingeRadauBeamIntegration3d (class in xc) HingeRadauTwoBeamIntegration (class in xc) HingeRadauTwoBeamIntegration2d (class in xc) HingeRadauTwoBeamIntegration3d (class in xc) history (xc.GroundMotionRecord property) Hole (class in materials.sections.section_properties) HollowBoxShape (class in materials.ec3.EC3_materials) HorizontalLoadOnBackfill (class in actions.earth_pressure.earth_pressure) horizScale (geom_utils.longitudinal_profile.LongProfile attribute) HSConstraint (class in xc) HSSShape (class in materials.astm_aisc.ASTM_materials) (class in materials.sections.structural_shapes.aisc_metric_shapes) hTotal() (materials.sections.section_properties.ISection method) (materials.sections.section_properties.PolygonalSection method) hw() (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.QHShape method) (materials.sections.structural_steel.UShape method) hyparUmbrella (class in rough_calculations.vaults_rough_calc) HystereticMaterial (class in xc)

I

I (xc.CrossSectionProperties2d property) i (xc.CrossSectionProperties2d property) I() (materials.sections.section_properties.SectionProperties method) Ic() (materials.sections.stress_calc.StressCalc method) ID (class in xc) id (import_export.sciaXML.xml_basics.scxml_base.SCXMLBase attribute) idCementClass (import_export.sciaXML.material_properties.ConcreteSIAProperties attribute) idColour (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) idFcd (import_export.sciaXML.material_properties.ConcreteSIAProperties attribute) idFck (import_export.sciaXML.material_properties.ConcreteSIAProperties attribute) idFctm (import_export.sciaXML.material_properties.ConcreteSIAProperties attribute) idGModulus (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) idIndependentGModulus (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) idLogDecrement (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) idMaterialType (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) idMVMCS (import_export.sciaXML.material_properties.ConcreteSIAProperties attribute) idName (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) idOrderInCode (import_export.sciaXML.material_properties.ConcreteSIAProperties attribute) idPoissonCoeff (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) idSpecificHeat (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) idStoneDiameter (import_export.sciaXML.material_properties.ConcreteSIAProperties attribute) idThermalConductivity (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) idThermalExpansion (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) idThermalExpansionFireR (import_export.sciaXML.material_properties.SteelSIAProperties attribute) idUltimateStrength (import_export.sciaXML.material_properties.SteelSIAProperties attribute) idUniqueId (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) idUnitMass (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) idYieldStrength (import_export.sciaXML.material_properties.SteelSIAProperties attribute) idYoungModulus (import_export.sciaXML.material_properties.BasicMaterialProperties attribute) ifte() (in module actions.wind.CTE_wind) IJKRange (class in model.geometry.grid_model) ill_conditioning_analysis() (in module solution.predefined_solutions) IllConditioningAnalysis (class in solution.predefined_solutions) illConditioningAnalysis() (model.predefined_spaces.PredefinedSpace method) IllConditioningAnalysisBase (class in solution.predefined_solutions) import_export.basic_entities module import_export.block_topology_entities module import_export.dxf_reader module import_export.mesh_entities module import_export.neutral_load_description module import_export.neutral_mesh_description module import_export.sciaXML.ep_plane_container module import_export.sciaXML.ep_plane_properties module import_export.sciaXML.material_container module import_export.sciaXML.material_properties module import_export.sciaXML.node_container module import_export.sciaXML.node_properties module import_export.sciaXML.node_support_container module import_export.sciaXML.node_support_properties module import_export.sciaXML.project module import_export.sciaXML.project_properties module import_export.sciaXML.scia_loads.element_load_container module import_export.sciaXML.scia_loads.element_load_properties module import_export.sciaXML.scia_loads.load_case_container module import_export.sciaXML.scia_loads.load_case_properties module import_export.sciaXML.scia_loads.load_comb_container module import_export.sciaXML.scia_loads.load_comb_properties module import_export.sciaXML.scia_loads.load_component_base module import_export.sciaXML.scia_loads.load_container module import_export.sciaXML.scia_loads.load_group_container module import_export.sciaXML.scia_loads.load_group_properties module import_export.sciaXML.scia_loads.node_load_container module import_export.sciaXML.scia_loads.node_load_properties module import_export.sciaXML.scia_loads.point_force_free_container module import_export.sciaXML.scia_loads.point_force_free_properties module import_export.sciaXML.scia_loads.surface_pressure_free_container module import_export.sciaXML.scia_loads.surface_pressure_free_properties module import_export.sciaXML.sXML_base module import_export.sciaXML.sXML_block_topology module import_export.sciaXML.sXML_mesh module import_export.sciaXML.xml_basics.scxml_base module import_export.sciaXML.xml_basics.scxml_definition module import_export.sciaXML.xml_basics.scxml_enum module import_export.sciaXML.xml_basics.scxml_enum_item module import_export.sciaXML.xml_basics.scxml_header module import_export.sciaXML.xml_basics.scxml_header_item module import_export.sciaXML.xml_basics.scxml_obj_base module import_export.sciaXML.xml_basics.scxml_object module import_export.sciaXML.xml_basics.scxml_object_item module import_export.sciaXML.xml_basics.scxml_properties_container module import_export.sciaXML.xml_basics.scxml_properties_sub_table module import_export.sciaXML.xml_basics.scxml_properties_table module import_export.sciaXML.xml_basics.scxml_property module import_export.sciaXML.xml_basics.scxml_ref module import_export.sciaXML.xml_basics.scxml_row module import_export.sciaXML.xml_basics.scxml_table_base module import_export.sciaXML.xml_basics.scxml_table_container module import_export.sciaXML.xml_basics.scxml_table_xmlnodes module importFaces() (import_export.dxf_reader.DXFImport method)

importFromFreeCAD() (model.predefined_spaces.PredefinedSpace method) importGroups() (import_export.dxf_reader.DXFImport method) importLines() (import_export.dxf_reader.DXFImport method) importPoints() (import_export.dxf_reader.DXFImport method) ImposedMotionBase (class in xc) ImposedMotionSP (class in xc) ImposedMotionSP1 (class in xc) In() (geom.GeomObj2d method) (geom.GeomObj3d method) (geom.Grid2d method) (geom.HalfPlane2d method) (geom.MatrixPos2d method) (xc.EntMdlr method) (xc.NodePtrs method) (xc.Set method) inCompression() (materials.sections.stress_calc.StressCalc method) increaseEccentricities() (materials.sections.internal_forces.CrossSectionInternalForces method) increment (xc.DisplacementControl property) IncrementalIntegrator (class in xc) incrementInitialStrain() (xc.UniaxialMaterial method) indent() (import_export.sciaXML.sXML_base.SXMLBase method) index() (xc.ID method) InertialLoad (class in actions.loads) initAngle (xc.CircReinfLayer property) initControlVars() (materials.ec2.EC2_limit_state_checking.Ec2InPlaneStressController method) (materials.limit_state_checking_base.LimitStateControllerBase method) (materials.limit_state_checking_base.LimitStateControllerBase2Sections method) (materials.sia262.SIA262_limit_state_checking.CrackControlSIA262 method) (materials.sia262.SIA262_limit_state_checking.FatigueController method) initialDeformationPlane (xc.PrismaticBarCrossSection property) InitialInterpolatedLineSearch (class in xc) initialize() (xc.StaticAnalysis method) initializeMinMax() (postprocess.xcVtk.fields.vtk_lut_field.LUTField method) initialSectionDeformation (xc.SectionForceDeformation property) initialStrain (xc.ElasticBeam2d property) (xc.ElasticBeam3d property) (xc.ElasticIsotropicMaterial property) (xc.ElasticPlateProto5 property) (xc.ElasticPlateProto8 property) (xc.UniaxialMaterial property) initialStress (xc.Steel02 property) initialVelocity (xc.UniformExcitation property) insertFigureLatex() (postprocess.utils_display.TakePhotos method) insertGrInTex() (in module postprocess.output_handler) insertIntoLatex() (postprocess.utils_display.FigureBase method) insertNextPair() (postprocess.xcVtk.fields.vector_field_data.VectorFieldData method) insertNextVector() (postprocess.xcVtk.fields.vector_field_data.VectorFieldData method) installNodeDisplacementRecorder() (in module postprocess.recorders) installULSControlRecorder() (materials.ec3.EC3_limit_state_checking.Member method) (materials.ec3.EC3_materials.EC3Shape method) integra() (geom.FunctionGraph1D method) Integrator (class in xc) integratorSetup() (solution.predefined_solutions.SolutionProcedure method) InteractionDiagram (class in xc) InteractionDiagram2d (class in xc) InteractionDiagram3DGraphic (class in postprocess.reports.graph_material) InteractionDiagramGraphic (class in postprocess.reports.graph_material) InteractionDiagramParameters (class in xc) InternalForceDiagram (class in postprocess.xcVtk.diagrams.vtk_internal_force_diagram) InternalForces (class in rough_calculations.ng_retaining_wall) internalForcesVerification2D() (postprocess.RC_material_distribution.RCMaterialDistribution method) internalForcesVerification3D() (postprocess.RC_material_distribution.RCMaterialDistribution method) interp1dPicklable (class in misc_utils.pickle_utils) interpEquidistPoints() (in module geom_utils.interpolation) interpolaCoefsPresion() (in module actions.wind.CTE_wind) interpolate() (rough_calculations.ng_retaining_wall.InternalForces method) InterpolatedGroundMotion (class in xc) interpolateLine() (in module geom_utils.interpolation) intersects() (geom.HalfPlane2d method) (geom.Plane3d method) inTraction() (materials.sections.stress_calc.StressCalc method) intStemBottomIndex (rough_calculations.ng_retaining_wall.StemReinforcement attribute) intStemIndex (rough_calculations.ng_retaining_wall.StemReinforcement attribute) IPEShape (class in materials.ec3.EC3_materials) (class in materials.sections.structural_shapes.arcelor_metric_shapes) IPNShape (class in materials.ec3.EC3_materials) (class in materials.sections.structural_shapes.arcelor_metric_shapes) Iprofile() (in module rough_calculations.profile_mechanical_prop) is_ascii() (in module misc_utils.data_struct_utils) isActive() (xc.LoadPattern method) isAlive (xc.ContinuaReprComponent property) isAlive() (xc.Fiber method) isBuiltUpSection() (materials.awc_nds.AWCNDS_materials.BuiltUpLumberSection method) (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) isCircular() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) isCloserThan() (xc.Set method) isCracked() (materials.ehe.EHE_limit_state_checking.ShearController method) isDead (xc.ContinuaReprComponent property) isDead() (xc.Fiber method) ISection (class in materials.sections.section_properties) isEqualLeg() (materials.sections.structural_shapes.aisc_metric_shapes.LShape method) isFlat() (xc.Face method) IShape (class in materials.astm_aisc.ASTM_materials) (class in materials.sections.structural_shapes.aisc_metric_shapes) (class in materials.sections.structural_steel) isHole() (import_export.block_topology_entities.BlockRecord method) isHomogeneous (xc.SFreedom_Constraint property) IskanderPressureDistribution (class in actions.earth_pressure.earth_pressure) IsolatedFooting (class in rough_calculations.ng_isolated_footing) isotropic_strain_load_on_set() (in module actions.loads) isSubjectedToAxialLoad() (xc.PrismaticBarCrossSection method) isSubjectedToBending() (xc.PrismaticBarCrossSection method) isSubjectedToShear() (xc.PrismaticBarCrossSection method) isSubjectedToTorsion() (xc.PrismaticBarCrossSection method) isWarped() (xc.Face method) It() (materials.sections.structural_steel.SteelShape method) Iw() (materials.sections.structural_steel.SteelShape method) Ix() (geom.Grid2d method) (geom.MatrixPos2d method) iy (xc.CrossSectionProperties3d property) Iy() (geom.Grid2d method) (geom.MatrixPos2d method) (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.GenericSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.ISection method) (materials.sections.section_properties.PolygonalSection method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) iy() (materials.sections.section_properties.SectionProperties method) Iy() (materials.sections.structural_steel.SteelShape method) iyHomogenizedSection() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) Iyz() (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) iz (xc.CrossSectionProperties3d property) Iz() (materials.awc_nds.AWCNDS_materials.TJIJoistSection method) (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.GenericSection method) (materials.sections.section_properties.GenericSection2D method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.ISection method) (materials.sections.section_properties.PolygonalSection method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) iz() (materials.sections.section_properties.SectionProperties method) Iz() (materials.sections.structural_steel.SteelShape method) izHomogenizedSection() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method)

J

J() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.GenericSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.ISection method) (materials.sections.section_properties.PolygonalSection method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_steel.SteelShape method)

J2Plasticity (class in xc) Joint2DPhysicalProperties (class in xc)

K

k (materials.concrete_base.ReinforcingSteel attribute) K0Jaky() (geotechnics.earth_pressure.SoilModel method) (geotechnics.frictional_soil.FrictionalSoil method) k1Expr58A() (in module materials.eota.EOTA_TR029_limit_state_checking) k_janssen() (in module geotechnics.earth_pressure) Ka() (geotechnics.earth_pressure.BellSoil method) (geotechnics.earth_pressure.CoulombSoil method) (geotechnics.earth_pressure.RankineSoil method) (geotechnics.frictional_soil.FrictionalSoil method) Ka_coulomb() (geotechnics.frictional_soil.FrictionalSoil method) ka_coulomb() (in module geotechnics.earth_pressure) ka_rankine() (in module geotechnics.earth_pressure) Kah_coulomb() (geotechnics.frictional_soil.FrictionalSoil method) kah_coulomb() (in module geotechnics.earth_pressure) Kav_coulomb() (geotechnics.frictional_soil.FrictionalSoil method) kav_coulomb() (in module geotechnics.earth_pressure) kc() (actions.wind.base_wind.cylindrWind method)

kDmax() (materials.sia262.SIA262_materials.ConcreteSIA262 method) KEigenIntegrator (class in xc) keys() (postprocess.element_section_map.ElementSectionMap method) khor() (in module materials.ec5.EC5_limit_state_checking) kill (xc.ContinuaReprComponent property) kill() (xc.Fiber method) killElements() (xc.SetMeshComp method) Kp() (geotechnics.earth_pressure.BellSoil method) (geotechnics.earth_pressure.CoulombSoil method) (geotechnics.earth_pressure.RankineSoil method) (geotechnics.frictional_soil.FrictionalSoil method) Kp_coulomb() (geotechnics.frictional_soil.FrictionalSoil method) kp_coulomb() (in module geotechnics.earth_pressure) kp_rankine() (in module geotechnics.earth_pressure) KreyEarthPressurUnderConcentratedLoad (class in rough_calculations.ng_earth_pressure) KrylovNewton (class in xc) kvert() (in module materials.ec5.EC5_limit_state_checking) Kz() (actions.wind.base_wind.windParams method)

L

Lagrange() (geom.MatrixPos2d method) LagrangeConstraintHandler (class in xc) LagScrew (class in materials.awc_nds.dowel_type_fasteners) lambdaMax() (in module materials.sia263.SIA263_limit_state_checking) lastX() (geom.FunctionGraph1D method) lastXIndex() (model.geometry.grid_model.GridModel method) lastY() (geom.FunctionGraph1D method) lastYIndex() (model.geometry.grid_model.GridModel method) lastZIndex() (model.geometry.grid_model.GridModel method) latexOutputPath (postprocess.figure_collection.FigsCollectionPlotter attribute) latexReport() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) (materials.sections.fiber_section.def_simple_RC_section.ShearReinforcement method) (materials.sections.fiber_section.def_simple_RC_section.TorsionReinforcement method) (materials.sections.RC_sections_container.SectionContainer method) (postprocess.RC_material_distribution.RCMaterialDistribution method) latexReportGeometry() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) latexReportMainReinforcement() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) latexReportMainReinforcementLayer() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) latexReportShearReinforcement() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) lbpd() (materials.ehe.EHE_limit_state_checking.StrandController method) leeward (actions.wind.base_wind.windSurfaceOrientation attribute) LegacyRCSlabBeamSection (class in postprocess.element_section_map) length (geom.BND2d property) (geom.BND3d property) (xc.CableMaterial property) LengthUnits (class in postprocess.output_units) LimitStateControllerBase (class in materials.limit_state_checking_base) LimitStateControllerBase2Sections (class in materials.limit_state_checking_base) LimitStateData (class in postprocess.limit_state_data) line2D() (in module geom_utils.acad_script_utils) Linear (class in xc) LinearBucklingAlgo (class in xc) LinearBucklingAnalysis (class in solution.predefined_solutions) (class in xc) linearBucklingAnalysisStep (xc.LinearBucklingAnalysis property) LinearBucklingEigenAnalysis (class in xc) LinearBucklingIntegrator (class in xc) linearCoefficientOfThermalExpansion (materials.ec2.EC2_materials.EC2Concrete attribute) (materials.ehe.EHE_materials.EHEConcrete attribute) LinearCrdTransf2d (class in xc) LinearCrdTransf3d (class in xc) linearLeastSquaresFitting() (geom.Plane3d method) LinearLoadDiagram (class in postprocess.xcVtk.diagrams.linear_load_diagram) linearRho (xc.ProtoTruss property) (xc.SectionForceDeformation property) LinearSeries (class in xc) linearSOE (xc.Analysis property) linearSolutionAlgorithm() (solution.predefined_solutions.SolutionProcedure method) lines (xc.Set property) lines_on_path() (in module model.geometry.geom_utils) LineSearch (class in xc) LineSearchBase (class in solution.predefined_solutions) LinesLocalAxesVectorField (class in postprocess.xcVtk.fields.local_axes_vector_field) LineVerticalLoadOnBackfill (class in actions.earth_pressure.earth_pressure) LineWrapper (class in model.geometry.geom_utils) LinSetToMesh (class in model.mesh.finit_el_model) list_ptr_reinf_layer (class in xc) listaBarShearLaTeX() (in module postprocess.reports.list_N_V_beams) listaCabeceras (postprocess.reports.list_displacements.RecordListadoDesplazamientos attribute) (postprocess.reports.list_reactions.ReactionsListRecord attribute) listaCapacityFactor() (in module postprocess.reports.list_capacity_factor) listaDatosEsfuerzosTrussSet() (in module postprocess.reports.list_internal_forces) listaEsfuerzosElasticBeam3dSet() (in module postprocess.reports.list_internal_forces) listaEsfuerzosTrussLineas() (in module postprocess.reports.list_internal_forces) listaEsfuerzosTrussSet() (in module postprocess.reports.list_internal_forces) listaEsfuerzosZeroLengthSet() (in module postprocess.reports.list_internal_forces) listBarElementSet() (in module postprocess.reports.list_data) listBarNormalStressesLaTeX() (in module postprocess.reports.list_N_V_beams) listBarSetInternalForces() (in module postprocess.reports.list_internal_forces) listBarSetInternalForcesAndCF() (in module postprocess.reports.list_internal_forces) listElementSet() (in module postprocess.reports.list_data) listKPtsSet() (in module postprocess.reports.list_data) listLineEntities() (in module postprocess.reports.list_data) listLineSet() (in module postprocess.reports.list_data) listLineSetInternalForces() (in module postprocess.reports.list_internal_forces) listLineSetInternalForcesAndCF() (in module postprocess.reports.list_internal_forces) listNodalLoads() (in module postprocess.reports.list_loads) listNodeDisplacements() (in module postprocess.reports.list_displacements) listNodeDisplacementsLineas() (in module postprocess.reports.list_displacements) listNodeDisplacementsSET() (in module postprocess.reports.list_displacements) listNodeDisplacementsSet() (in module postprocess.reports.list_displacements) listNodeReactions() (in module postprocess.reports.list_reactions) listNodeSet() (in module postprocess.reports.list_data) listNodeUMaxUMin() (in module postprocess.reports.list_max_min_displacements) listNodeVMaxVMin() (in module postprocess.reports.list_max_min_displacements) listNodeWMaxWMin() (in module postprocess.reports.list_max_min_displacements) listPointReactions() (in module postprocess.reports.list_reactions) listPointReactionsCSV() (in module postprocess.reports.list_reactions) listPointsDisplacements() (in module postprocess.reports.list_displacements) ListPos2d (class in geom) ListPos3d (class in geom) ListReinfLayer (class in xc)

listSet() (in module postprocess.reports.list_data) listSteelShapeTNStrengthElasticRange() (in module postprocess.reports.list_metal_profiles_capacity) listSteelShapeVStrength() (in module postprocess.reports.list_metal_profiles_capacity) listTieStrength() (in module postprocess.reports.list_cable_capacity) listTrussElementSet() (in module postprocess.reports.list_data) Load (class in xc) load() (postprocess.RC_material_distribution.RCMaterialDistribution method) load_on_nodes_in_face() (in module actions.basic_loads.nodal_loads) load_on_nodes_in_line() (in module actions.basic_loads.nodal_loads) LoadCase (class in actions.load_cases) (class in import_export.neutral_load_description) LoadCaseContainer (class in import_export.sciaXML.scia_loads.load_case_container) LoadCaseDispParameters (class in postprocess.reports.graphical_reports) LoadCaseManager (class in actions.load_cases) LoadCaseProperties (class in import_export.sciaXML.scia_loads.load_case_properties) LoadCaseResults (class in postprocess.xcVtk.FE_model.quick_graphics) LoadComb (class in import_export.neutral_load_description) LoadCombComponent (class in import_export.neutral_load_description) LoadCombContainer (class in import_export.sciaXML.scia_loads.load_comb_container) LoadCombination (class in xc) LoadCombinationGroup (class in xc) LoadCombinationMap (class in xc) LoadCombProperties (class in import_export.sciaXML.scia_loads.load_comb_properties) LoadComponentBase (class in import_export.sciaXML.scia_loads.load_component_base) LoadContainer (class in import_export.neutral_load_description) (class in import_export.sciaXML.scia_loads.load_container) (class in xc) LoadContainerBase (class in import_export.sciaXML.scia_loads.load_container) LoadControl (class in xc) LoadData (class in import_export.neutral_load_description) loadDistrCourbon() (in module rough_calculations.T_beam_bridges_rough_calc) loadFactor (xc.LoadPattern property) LoadGroup (class in import_export.neutral_load_description) LoadGroupContainer (class in import_export.sciaXML.scia_loads.load_group_container) LoadGroupProperties (class in import_export.sciaXML.scia_loads.load_group_properties) loadMainRefPropertyIntoElements() (in module postprocess.element_section_map) loadMeshes() (in module import_export.neutral_mesh_description) LoadModel (class in actions.railway_traffic.SIA_rail_load_models), [1] LoadOnPoints (class in postprocess.xcVtk.fields.load_vector_field) LoadPath (class in xc) LoadPattern (class in xc) loadPatternNamesList() (in module actions.utils.staggered_patterns) loadPatternTag (xc.SFreedom_Constraint property) loadPickleObject() (postprocess.limit_state_data.LimitStateData static method) loadRCMaterialDistribution() (in module postprocess.RC_material_distribution) LoadRecord (class in import_export.neutral_load_description) loadReports() (postprocess.reports.graphical_reports.LoadCaseDispParameters method) loads (xc.LoadPattern property) loads2Neutral() (import_export.sciaXML.scia_loads.load_container.LoadContainerBase method) LoadVectorField (class in postprocess.xcVtk.fields.load_vector_field) LocalAxesVectorField (class in postprocess.xcVtk.fields.local_axes_vector_field) locateEquationNumber() (model.predefined_spaces.PredefinedSpace method) locomotiveAccelerationLoad456() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] locomotiveAccelerationLoadByAxe456() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] locomotiveCentrifugalForce() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] locomotiveDerailmentModel1() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] locomotiveDerailmentModel2() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] log() (in module misc_utils.log_messages) longBottomFootingIndex (rough_calculations.ng_retaining_wall.FootingReinforcement attribute) longExtStemIndex (rough_calculations.ng_retaining_wall.StemReinforcement attribute) longIntStemIndex (rough_calculations.ng_retaining_wall.StemReinforcement attribute) LongMaxSoldAlma() (in module materials.eae.EAE_limit_state_checking) LongProfile (class in geom_utils.longitudinal_profile) LongReinfLayers (class in materials.sections.fiber_section.def_simple_RC_section) LongShearJoints (class in materials.ehe.EHE_limit_state_checking) longTopFootingIndex (rough_calculations.ng_retaining_wall.FootingReinforcement attribute) loss_elastic_shortening_concr() (in module rough_calculations.ng_prestressed_concrete) loss_friction() (in module rough_calculations.ng_prestressed_concrete) lowerLeft (postprocess.xcVtk.screen_annotation.ScreenAnnotation attribute) lowerRight (postprocess.xcVtk.screen_annotation.ScreenAnnotation attribute) lQtrans() (in module rough_calculations.masonry_vault) LShape (class in materials.astm_aisc.ASTM_materials) (class in materials.sections.structural_shapes.aisc_metric_shapes) (class in materials.sections.structural_steel) LSL (class in materials.awc_nds.AWCNDS_materials) LSL_135E (class in materials.awc_nds.AWCNDS_materials) LSL_135E_HeaderSection (class in materials.awc_nds.AWCNDS_materials) LSL_155E (class in materials.awc_nds.AWCNDS_materials) LSL_155E_HeaderSection (class in materials.awc_nds.AWCNDS_materials) LSLHeaderSection (class in materials.awc_nds.AWCNDS_materials) lstBodies (class in xc) lstElem_to_set() (in module model.sets.sets_mng) lstEquPnts_from_polyline() (in module model.geometry.geom_utils) lstLin_to_set() (in module model.sets.sets_mng) lstLines (class in xc) lstNod_to_set() (in module model.sets.sets_mng) LstNodes6DOFConstr() (model.predefined_spaces.StructuralMechanics3D method) lstPnts (class in xc) LUTField (class in postprocess.xcVtk.fields.vtk_lut_field) LVL_2900Fb2E (class in materials.awc_nds.AWCNDS_materials) LVL_2900Fb2E_HeaderSection (class in materials.awc_nds.AWCNDS_materials) LVLHeaderSection (class in materials.awc_nds.AWCNDS_materials) Lx (xc.UniformGrid property) Ly (xc.UniformGrid property) Lz (xc.UniformGrid property)

M

M (materials.sections.stress_calc.StressCalc attribute) m_pos2d (class in geom) m_pos3d (class in geom) MainReinforcementLayer (class in materials.sections.fiber_section.section_report) makedirs() (postprocess.config.default_config.EnvConfig method) (postprocess.config.default_config.ProjectDirTree method) makeLayer() (in module geom_utils.acad_script_utils) map_faces (class in xc) map_ugrids (class in xc) MapBodies (class in xc) MapCMBodies (class in xc) MapCMEdges (class in xc) MapCMFaces (class in xc) MapCMUgrids (class in xc) MapLoadPatterns (class in xc) MapModelWrapper (class in xc) mapSectionsFileName (postprocess.RC_material_distribution.RCMaterialDistribution attribute) massPerMeter() (materials.ehe.EHE_materials.Y1860S7Strand method) MaterialContainer (class in import_export.sciaXML.material_container) MaterialData (class in materials.typical_materials) MaterialDict (class in import_export.mesh_entities) MaterialProperties (class in import_export.sciaXML.material_properties) MaterialRecord (class in import_export.mesh_entities) materials.aci.ACI_limit_state_checking module materials.aci.ACI_materials module materials.astm_aisc.ASTM_materials module materials.awc_nds.AWCNDS_materials module materials.awc_nds.dimensional_lumber module materials.awc_nds.dowel_type_fasteners module materials.awc_nds.specific_gravity module materials.awc_nds.structural_panels module materials.bridge_bearings module materials.ceb.CEB_materials module materials.concrete_base module materials.eae.EAE_limit_state_checking module materials.ec2.EC2_limit_state_checking module materials.ec2.EC2_materials module materials.ec3.EC3_limit_state_checking module materials.ec3.EC3_materials module materials.ec3.EC3Beam module materials.ec5.EC5_limit_state_checking module materials.ehe.EHE_limit_state_checking module materials.ehe.EHE_materials module materials.eota.EOTA_TR029_limit_state_checking module materials.limit_state_checking_base module materials.prestressing.prestressed_concrete module materials.sections.def_secc_aggregation module materials.sections.fiber_section.def_column_RC_section module materials.sections.fiber_section.def_simple_RC_section module materials.sections.fiber_section.fiber_sets module materials.sections.fiber_section.geom_fiber_sect module materials.sections.fiber_section.geom_reinf_fiber_sect module materials.sections.fiber_section.plot_fiber_section module materials.sections.fiber_section.section_report module materials.sections.internal_forces module materials.sections.material_with_DK_diagrams module materials.sections.moment_curvature_diagram module materials.sections.RC_sections_container module materials.sections.rebar_family module materials.sections.section_properties module materials.sections.stress_calc module materials.sections.structural_shapes.aisc_metric_shapes module materials.sections.structural_shapes.arcelor_metric_shapes module materials.sections.structural_steel module materials.sia262.SIA262_limit_state_checking module materials.sia262.SIA262_materials module materials.sia263.SIA263_limit_state_checking module materials.steel_base module materials.tm5_809_3.tm5_809_3_materials module materials.typical_materials module MaterialTable (class in import_export.sciaXML.material_container) MaterialWithDKDiagrams (class in materials.sections.material_with_DK_diagrams) Matrix (class in xc) MatrixPos2d (class in geom) matrixToNumpyArray() (in module misc.matrix_utils) Max() (geom.FunctionGraph1D method) maxDimension (xc.KrylovNewton property) maximum_punching_shear_load() (in module rough_calculations.ng_punching_shear) maxIncrement (xc.DisplacementControl property) mc (rough_calculations.masonry_vault.FillingCharacteristics attribute) MdMax() (rough_calculations.ng_retaining_wall.InternalForces method) MdMaxEncastrement() (rough_calculations.ng_retaining_wall.InternalForces method) MdMaxMidStem() (rough_calculations.ng_retaining_wall.InternalForces method) MdMin() (rough_calculations.ng_retaining_wall.InternalForces method) MdMinMidStem() (rough_calculations.ng_retaining_wall.InternalForces method) meanEquivE() (in module geotechnics.foundations.settlement_found) meanEquivNu() (in module geotechnics.foundations.settlement_found) meanStrainDifference() (materials.ec2.EC2_limit_state_checking.CrackController method) MEDMeshData (class in import_export.neutral_mesh_description) meltAliveNodes() (xc.Mesh method) Member (class in materials.ec3.EC3_limit_state_checking) MemberConnection (class in materials.astm_aisc.ASTM_materials) MemberLoadingCondition (class in materials.awc_nds.AWCNDS_materials) MemberRestraint (class in materials.awc_nds.AWCNDS_materials) memberThicknessFactor() (in module materials.eota.EOTA_TR029_limit_state_checking) memberType (import_export.sciaXML.scia_loads.element_load_container.ElementLoadComponent attribute) (import_export.sciaXML.scia_loads.node_load_container.NodeLoadComponent attribute) memberTypeName (import_export.sciaXML.scia_loads.element_load_container.ElementLoadComponent attribute) (import_export.sciaXML.scia_loads.node_load_container.NodeLoadComponent attribute) MemberWithEndConnections (class in materials.astm_aisc.ASTM_materials) MembranePlateFiberSection (class in xc) Mesh (class in xc) MeshComponentContainer (class in xc) MeshCompRecorder (class in xc) MeshData (class in import_export.mesh_entities) meshDimension (import_export.neutral_mesh_description.MEDMeshData attribute) meshIFCStructuralSurfaces() (model.predefined_spaces.PredefinedSpace method) metal3DcreateTableBarInternalForces() (in module misc.import_metal3_beam_intforces) metal3DToBarInternalForces() (in module misc.import_metal3_beam_intforces) MFreedom_Constraint (class in xc) MFreedom_ConstraintBase (class in xc) MFreedom_ConstraintIter (class in xc) MFreedom_Joint2D (class in xc) MFreedom_Joint3D (class in xc) MicropileTubeShape (class in materials.ec3.EC3_materials) Min() (geom.FunctionGraph1D method) minDiams (materials.sections.rebar_family.RebarFamily attribute) (materials.sia262.SIA262_limit_state_checking.SIARebarFamily attribute) minimize() (rough_calculations.masonry_vault.resistance method) minIncrement (xc.DisplacementControl property) MinMaxMaterial (class in xc) MinReinfAreaUnderFlexion() (in module materials.sia262.SIA262_limit_state_checking) MinReinfAreaUnderTension() (in module materials.sia262.SIA262_limit_state_checking) MinUnbalDispNorm (class in xc) misc.import_Ansys_beam_intforces module misc.import_Ansys_shell_intforces module misc.import_metal3_beam_intforces module misc.int_forces_table module misc.loads_sections module misc.matrix_utils module misc.scc2d_testing_bench module misc.scc3d_testing_bench module misc.shell_testing_bench module misc_utils.data_struct_utils module misc_utils.log_messages module misc_utils.pickle_utils module misc_utils.staircase_function module misc_utils.units_utils module Mlim() (in module rough_calculations.ng_simple_bending_reinforcement) ModalAnalysis (class in xc) model.boundary_cond.opensees_style module model.boundary_cond.spring_bound_cond module model.geometry.geom_utils module model.geometry.grid_model module model.geometry.net_utils module model.geometry.retaining_wall_geometry module model.geometry.tensegrity module model.geometry.truss_generators module model.mesh.element_vectors module model.mesh.finit_el_model module model.model_inquiry module model.predefined_spaces module model.sets.sets_mng module ModelWrapper (class in xc) modelWrapperSetup() (solution.predefined_solutions.SolutionProcedure method) ModifiedNewton (class in xc) module actions.basic_loads.nodal_loads actions.combinations actions.earth_pressure.earth_pressure actions.imposed_strain.imp_strain actions.load_cases actions.loads actions.prestress.prestress_cables actions.quake.seismeSIA actions.quake.write_loads_mode actions.railway_traffic.IAPF_rail_load_models, [1] actions.railway_traffic.SIA_rail_load_models, [1] actions.snow.SIA_snow actions.utils.load_tables actions.utils.staggered_patterns actions.weight.CTE_peso_especifico_elementos_cobertura actions.weight.CTE_peso_especifico_pavimentos actions.weight.CTE_pesos_especificos_materiales_construccion actions.wind.base_wind actions.wind.CTE_wind actions.wind.IAPF_wind actions.wind.SIA261_wind geom, [1], [2], [3], [4], [5], [6], [7], [8], [9] geom_utils.acad_script_utils geom_utils.aux_cairo_plot geom_utils.interpolation geom_utils.longitudinal_profile geom_utils.parabola geom_utils.principal_axis geom_utils.projection geom_utils.regression_plane geom_utils.section_by_folding_planes geom_utils.section_by_plane geom_utils.surveying_data geom_utils.XY_parametrized_3Dpoly geotechnics.earth_pressure geotechnics.foundations.footing_soil_contact_friction_angle geotechnics.foundations.settlement_found geotechnics.frictional_soil geotechnics.mononobe_okabe geotechnics.settlement import_export.basic_entities import_export.block_topology_entities import_export.dxf_reader import_export.mesh_entities import_export.neutral_load_description import_export.neutral_mesh_description import_export.sciaXML.ep_plane_container import_export.sciaXML.ep_plane_properties import_export.sciaXML.material_container import_export.sciaXML.material_properties import_export.sciaXML.node_container import_export.sciaXML.node_properties import_export.sciaXML.node_support_container import_export.sciaXML.node_support_properties import_export.sciaXML.project import_export.sciaXML.project_properties import_export.sciaXML.scia_loads.element_load_container import_export.sciaXML.scia_loads.element_load_properties import_export.sciaXML.scia_loads.load_case_container import_export.sciaXML.scia_loads.load_case_properties import_export.sciaXML.scia_loads.load_comb_container import_export.sciaXML.scia_loads.load_comb_properties import_export.sciaXML.scia_loads.load_component_base import_export.sciaXML.scia_loads.load_container import_export.sciaXML.scia_loads.load_group_container import_export.sciaXML.scia_loads.load_group_properties import_export.sciaXML.scia_loads.node_load_container import_export.sciaXML.scia_loads.node_load_properties import_export.sciaXML.scia_loads.point_force_free_container import_export.sciaXML.scia_loads.point_force_free_properties import_export.sciaXML.scia_loads.surface_pressure_free_container import_export.sciaXML.scia_loads.surface_pressure_free_properties import_export.sciaXML.sXML_base import_export.sciaXML.sXML_block_topology import_export.sciaXML.sXML_mesh import_export.sciaXML.xml_basics.scxml_base import_export.sciaXML.xml_basics.scxml_definition import_export.sciaXML.xml_basics.scxml_enum import_export.sciaXML.xml_basics.scxml_enum_item import_export.sciaXML.xml_basics.scxml_header import_export.sciaXML.xml_basics.scxml_header_item import_export.sciaXML.xml_basics.scxml_obj_base import_export.sciaXML.xml_basics.scxml_object import_export.sciaXML.xml_basics.scxml_object_item import_export.sciaXML.xml_basics.scxml_properties_container import_export.sciaXML.xml_basics.scxml_properties_sub_table import_export.sciaXML.xml_basics.scxml_properties_table import_export.sciaXML.xml_basics.scxml_property import_export.sciaXML.xml_basics.scxml_ref import_export.sciaXML.xml_basics.scxml_row import_export.sciaXML.xml_basics.scxml_table_base import_export.sciaXML.xml_basics.scxml_table_container import_export.sciaXML.xml_basics.scxml_table_xmlnodes materials.aci.ACI_limit_state_checking materials.aci.ACI_materials materials.astm_aisc.ASTM_materials materials.awc_nds.AWCNDS_materials materials.awc_nds.dimensional_lumber materials.awc_nds.dowel_type_fasteners materials.awc_nds.specific_gravity materials.awc_nds.structural_panels materials.bridge_bearings materials.ceb.CEB_materials materials.concrete_base materials.eae.EAE_limit_state_checking materials.ec2.EC2_limit_state_checking materials.ec2.EC2_materials materials.ec3.EC3_limit_state_checking materials.ec3.EC3_materials materials.ec3.EC3Beam materials.ec5.EC5_limit_state_checking materials.ehe.EHE_limit_state_checking materials.ehe.EHE_materials materials.eota.EOTA_TR029_limit_state_checking materials.limit_state_checking_base materials.prestressing.prestressed_concrete materials.sections.def_secc_aggregation materials.sections.fiber_section.def_column_RC_section materials.sections.fiber_section.def_simple_RC_section materials.sections.fiber_section.fiber_sets materials.sections.fiber_section.geom_fiber_sect materials.sections.fiber_section.geom_reinf_fiber_sect materials.sections.fiber_section.plot_fiber_section materials.sections.fiber_section.section_report materials.sections.internal_forces materials.sections.material_with_DK_diagrams materials.sections.moment_curvature_diagram materials.sections.RC_sections_container materials.sections.rebar_family materials.sections.section_properties materials.sections.stress_calc materials.sections.structural_shapes.aisc_metric_shapes materials.sections.structural_shapes.arcelor_metric_shapes materials.sections.structural_steel materials.sia262.SIA262_limit_state_checking materials.sia262.SIA262_materials materials.sia263.SIA263_limit_state_checking materials.steel_base materials.tm5_809_3.tm5_809_3_materials materials.typical_materials misc.import_Ansys_beam_intforces misc.import_Ansys_shell_intforces misc.import_metal3_beam_intforces misc.int_forces_table misc.loads_sections misc.matrix_utils misc.scc2d_testing_bench misc.scc3d_testing_bench misc.shell_testing_bench misc_utils.data_struct_utils misc_utils.log_messages misc_utils.pickle_utils misc_utils.staircase_function misc_utils.units_utils model.boundary_cond.opensees_style model.boundary_cond.spring_bound_cond model.geometry.geom_utils model.geometry.grid_model model.geometry.net_utils model.geometry.retaining_wall_geometry model.geometry.tensegrity model.geometry.truss_generators model.mesh.element_vectors model.mesh.finit_el_model model.model_inquiry model.predefined_spaces model.sets.sets_mng postprocess.callback_controls postprocess.config.default_config postprocess.control_vars postprocess.def_vars_control postprocess.displayable_results postprocess.element_section_map postprocess.extrapolate_elem_attr postprocess.figure_collection postprocess.get_reactions postprocess.gnuplot.gnuplot_utils postprocess.limit_state_data postprocess.med_xc_vars postprocess.output_handler postprocess.output_styles postprocess.output_units postprocess.phantom_model postprocess.prop_statistics postprocess.quick_inquiry.nodal_reactions postprocess.RC_material_distribution postprocess.recorders postprocess.reports.common_formats postprocess.reports.export_displacements postprocess.reports.export_internal_forces postprocess.reports.graph_material postprocess.reports.graphical_reports postprocess.reports.list_cable_capacity postprocess.reports.list_capacity_factor postprocess.reports.list_cracking postprocess.reports.list_data postprocess.reports.list_displacements postprocess.reports.list_internal_forces postprocess.reports.list_loads postprocess.reports.list_max_min_displacements postprocess.reports.list_metal_profiles_capacity postprocess.reports.list_N_V_beams postprocess.reports.list_reactions postprocess.reports.list_shear postprocess.reports.report_material postprocess.utils_display postprocess.xcVtk.CAD_model.cad_mesh postprocess.xcVtk.CAD_model.create_array_set_data postprocess.xcVtk.CAD_model.vtk_CAD_graphic postprocess.xcVtk.diagrams.colored_diagram postprocess.xcVtk.diagrams.control_var_diagram postprocess.xcVtk.diagrams.element_property_diagram postprocess.xcVtk.diagrams.linear_load_diagram postprocess.xcVtk.diagrams.node_property_diagram postprocess.xcVtk.diagrams.vtk_internal_force_diagram postprocess.xcVtk.FE_model.quick_graphics postprocess.xcVtk.FE_model.vtk_FE_graphic postprocess.xcVtk.fields.direction_field_data postprocess.xcVtk.fields.field_base postprocess.xcVtk.fields.fields postprocess.xcVtk.fields.load_vector_field postprocess.xcVtk.fields.local_axes_vector_field postprocess.xcVtk.fields.vector_field postprocess.xcVtk.fields.vector_field_data postprocess.xcVtk.fields.vtk_lut_field postprocess.xcVtk.screen_annotation postprocess.xcVtk.vtk_graphic_base rough_calculations.arch_bridge_rough_base rough_calculations.arch_bridge_simple_model rough_calculations.beam_deflection rough_calculations.cable_stayed_bridge_simple_model rough_calculations.masonry_vault rough_calculations.ng_basement_wall rough_calculations.ng_beam rough_calculations.ng_cantilever rough_calculations.ng_column_loads rough_calculations.ng_concrete_slab rough_calculations.ng_earth_pressure rough_calculations.ng_isolated_footing rough_calculations.ng_min_dim_of_abutment_support rough_calculations.ng_pile_cap, [1] rough_calculations.ng_prestressed_concrete rough_calculations.ng_punching_shear rough_calculations.ng_rc_section rough_calculations.ng_retaining_wall rough_calculations.ng_simple_beam rough_calculations.ng_simple_bending_reinforcement rough_calculations.predim_diaphragm_wall rough_calculations.profile_mechanical_prop rough_calculations.suspension_bridge_simple_model rough_calculations.T_beam_bridges_rough_calc rough_calculations.tied_arch_simple_model rough_calculations.vaults_rough_calc solution.database_helper solution.predefined_solutions xc, [1], [2], [3], [4], [5], [6], [7], [8], [9], [10], [11], [12], [13], [14], [15], [16], [17], [18], [19], [20], [21], [22], [23], [24], [25], [26], [27], [28], [29], [30], [31], [32], [33], [34], [35], [36], [37], [38], [39], [40], [41], [42], [43], [44], [45], [46], [47], [48], [49], [50], [51], [52], [53], [54], [55], [56], [57], [58], [59], [60], [61], [62], [63], [64], [65], [66], [67], [68], [69], [70], [71], [72], [73], [74], [75], [76], [77], [78], [79], [80], [81], [82], [83], [84]

MomentGradientFactorC1 (class in materials.ec3.EC3_limit_state_checking) momPlastRig() (in module materials.eae.EAE_limit_state_checking) MononobeOkabePressureDistribution (class in actions.earth_pressure.earth_pressure) Mortar (class in materials.tm5_809_3.tm5_809_3_materials) MotionHistory (class in xc) motionRecord (xc.UniformExcitation property) MovableLoad (class in actions.loads) move() (geom.GeomObj2d method) (geom.ref_CooSysRect1d2d method) (geom.ref_CooSysRect1d3d method) (geom.ref_CooSysRect2d2d method) (geom.ref_CooSysRect2d3d method) (geom.ref_CooSysRect3d3d method) moveAllPoints() (model.geometry.grid_model.GridModel method) moveCylPointsIJKrangeToRadius() (model.geometry.grid_model.GridModel method) moveCylPointsIJKRangeToVarRadius() (model.geometry.grid_model.GridModel method) moveCylPointsXYXRangeToVarRadius() (model.geometry.grid_model.GridModel method) moveCylPointsXYZrangeToRadius() (model.geometry.grid_model.GridModel method) moveCylPointToRadius() (model.geometry.grid_model.GridModel method) movePointsEllipse() (model.geometry.grid_model.GridModel method) movePointsRange() (model.geometry.grid_model.GridModel method) movePointsRangeToXcylinder() (model.geometry.grid_model.GridModel method) movePointsRangeToYcylinder() (model.geometry.grid_model.GridModel method) movePointsRangeToZcylinder() (model.geometry.grid_model.GridModel method) movePointsXYZRange() (model.geometry.grid_model.GridModel method) movePointXYZ() (model.geometry.grid_model.GridModel method) mp (rough_calculations.masonry_vault.FillingCharacteristics attribute) MPLGraphic (class in postprocess.reports.graph_material) MPLGraphicDecorations (class in postprocess.reports.graph_material) mplot_section_geometry() (in module materials.sections.fiber_section.plot_fiber_section) mplot_section_reinforcement() (in module materials.sections.fiber_section.plot_fiber_section) MRMFreedom_Constraint (class in xc) MRMFreedom_ConstraintIter (class in xc) mt_pos2d (class in geom) mt_pos3d (class in geom) Mu() (in module rough_calculations.ng_simple_bending_reinforcement) multi_mesh() (in module model.mesh.finit_el_model) multiplica() (xc.LoadCombination method) MultiSupportPattern (class in xc) mUnits (postprocess.figure_collection.FigsCollectionPlotter attribute) MySqlDatastore (class in xc)

N

N (class in postprocess.control_vars) n (materials.aci.ACI_limit_state_checking.ACIFamNBars attribute) (materials.sections.rebar_family.FamNBars attribute) N (materials.sections.stress_calc.StressCalc attribute) n (materials.sia262.SIA262_limit_state_checking.SIAFamNBars attribute) (rough_calculations.ng_beam.Beam attribute) Nail (class in materials.awc_nds.dowel_type_fasteners) name (geom_utils.longitudinal_profile.GuitarString attribute) (geom_utils.section_by_plane.SectionByPlane attribute) (xc.CrdTransf property) (xc.LoadPattern property) (xc.ModelWrapper property) (xc.SetMeshComp property) (xc.TimeSeries property) natural_keys() (in module misc_utils.data_struct_utils) NDAdaptorMaterial (class in xc) nDarray (class in xc) nDivCirc() (materials.sections.fiber_section.def_simple_RC_section.RCFiberSectionParameters method) nDivI (xc.Block property) (xc.Face property) nDivJ (xc.Block property) (xc.Face property) nDivK (xc.Block property) nDivRad() (materials.sections.fiber_section.def_simple_RC_section.RCFiberSectionParameters method) nDivX (xc.UniformGrid property) nDivY (xc.UniformGrid property) nDivZ (xc.UniformGrid property) NDMaterial (class in xc) NDMaterialPhysicalProperties (class in xc) NdMax() (rough_calculations.ng_retaining_wall.InternalForces method) NdMaxEncastrement() (rough_calculations.ng_retaining_wall.InternalForces method) NdMin() (rough_calculations.ng_retaining_wall.InternalForces method) NdMinEncastrement() (rough_calculations.ng_retaining_wall.InternalForces method) NEESData (class in xc) negativeSide() (geom.Plane3d method) net (model.geometry.net_utils.Net2DHelper attribute) net2DfromXYlists() (in module model.geometry.net_utils) Net2DHelper (class in model.geometry.net_utils) neutralFiberDepth() (in module rough_calculations.ng_simple_bending_reinforcement) newAntiSymmetryConstraint() (model.predefined_spaces.PredefinedSpace method) newBlockPts() (xc.MapBodies method) newCircReinfLayer() (xc.ListReinfLayer method) newConstraintHandler() (xc.ModelWrapper method) newCorotCrdTransf() (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) newCrdTransf() (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) newElement() (model.predefined_spaces.PredefinedSpace method) newElementalLoad() (xc.LoadPattern method) newEqualDOF() (model.predefined_spaces.PredefinedSpace method) newFromDict() (materials.ehe.EHE_limit_state_checking.SectionBucklingProperties class method) (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers class method) (materials.sections.fiber_section.def_simple_RC_section.RCFiberSectionParameters class method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase class method) (materials.sections.fiber_section.def_simple_RC_section.ReinfRow class method) (materials.sections.fiber_section.def_simple_RC_section.ShearReinforcement class method) (materials.sections.material_with_DK_diagrams.MaterialWithDKDiagrams class method) (materials.sections.RC_sections_container.SectionContainer class method) (postprocess.element_section_map.ElementSectionMap class method) (postprocess.element_section_map.ElementSections class method) (postprocess.RC_material_distribution.RCMaterialDistribution class method) newGridLine() (model.geometry.grid_model.GridModel method) newHexaedrGridVol() (model.geometry.grid_model.GridModel method) newKeyPoint() (import_export.dxf_reader.OldDxfReader method) newKPoint() (model.predefined_spaces.PredefinedSpace method) newLine() (import_export.dxf_reader.OldDxfReader method) (model.predefined_spaces.PredefinedSpace method) newLinearCrdTransf() (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) newLoadCombination() (model.predefined_spaces.PredefinedSpace method) (xc.LoadCombinationGroup method) newLoadPattern() (actions.load_cases.LoadCase method) (actions.load_cases.LoadCaseManager method) (model.predefined_spaces.PredefinedSpace method) (xc.MapLoadPatterns method) Newmark (class in xc) Newmark1 (class in xc) NewmarkBase (class in solution.predefined_solutions) (class in xc) NewmarkBase2 (class in xc) NewmarkExplicit (class in xc) NewmarkHybridSimulation (class in xc) newModelWrapper() (xc.MapModelWrapper method) newNodalLoad() (xc.LoadPattern method) newNode() (model.predefined_spaces.SolidMechanics1D method) (model.predefined_spaces.SolidMechanics2D method) (model.predefined_spaces.SolidMechanics3D method) (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) newNodeFromVector() (model.predefined_spaces.PredefinedSpace method) newNodePos2d() (model.predefined_spaces.PredefinedSpace method) newNodePos3d() (model.predefined_spaces.PredefinedSpace method) newNodeX() (model.predefined_spaces.PredefinedSpace method) newNodeXY() (model.predefined_spaces.PredefinedSpace method) newNodeXYZ() (model.predefined_spaces.PredefinedSpace method) newNumberer() (xc.ModelWrapper method) newPDeltaCrdTransf() (model.predefined_spaces.StructuralMechanics2D method) (model.predefined_spaces.StructuralMechanics3D method) newQuadGridSurface() (model.geometry.grid_model.GridModel method) newQuadSurface() (model.predefined_spaces.PredefinedSpace method)

newRecorder() (model.predefined_spaces.PredefinedSpace method) newReinfBar() (xc.ListReinfLayer method) newResultsPath() (postprocess.config.default_config.ProjectDirTree method) newSeedElement() (model.predefined_spaces.PredefinedSpace method) newSimpleLoadPattern() (actions.load_cases.LoadCaseManager method) newSolver() (xc.EigenSOE method) newSPConstraint() (model.predefined_spaces.PredefinedSpace method) (xc.NodeLocker method) newStraightReinfLayer() (xc.ListReinfLayer method) newSurface() (model.predefined_spaces.PredefinedSpace method) newSymmetryConstraint() (model.predefined_spaces.PredefinedSpace method) newTimeSeries() (actions.load_cases.LoadCase method) (actions.load_cases.LoadCaseManager method) (model.predefined_spaces.PredefinedSpace method) (xc.MapLoadPatterns method) NewtonBased (class in xc) NewtonLineSearch (class in xc) NewtonRaphson (class in xc) next() (xc.ElementalLoadIter method) (xc.ElementIter method) (xc.MFreedom_ConstraintIter method) (xc.MRMFreedom_ConstraintIter method) (xc.SFreedom_ConstraintIter method) NLForceBeamColumn2dBase (class in xc) NLForceBeamColumn3dBase (class in xc) NMy (class in postprocess.control_vars) NMyMz (class in postprocess.control_vars) noCols (xc.Matrix property) nodal_load_on_lstNodes() (in module actions.basic_loads.nodal_loads) nodal_load_on_lstPoints() (in module actions.basic_loads.nodal_loads) nodal_load_on_point() (in module actions.basic_loads.nodal_loads) NodalLoad (class in actions.loads) (class in xc) NodalLoadRecord (class in import_export.neutral_load_description) NodeContainer (class in import_export.sciaXML.node_container) NodeDict (class in import_export.mesh_entities) nodeLists (postprocess.reports.list_reactions.ReactionsListRecord attribute) NodeLoadComponent (class in import_export.sciaXML.scia_loads.node_load_container) NodeLoadContainer (class in import_export.sciaXML.scia_loads.node_load_container) NodeLoadProperties (class in import_export.sciaXML.scia_loads.node_load_properties) NodeLocker (class in xc) NodeProperties (class in import_export.sciaXML.node_properties) NodePropertyDiagram (class in postprocess.xcVtk.diagrams.node_property_diagram) NodePropRecorder (class in xc) NodePtrs (class in xc) NodePtrsWithIDs (class in xc) NodeRecord (class in import_export.mesh_entities) NodeRecorder (class in xc) NodeRecorderBase (class in xc) nodes (xc.SetMeshComp property) NodeSupportContainer (class in import_export.sciaXML.node_support_container) NodeSupportDict (class in import_export.mesh_entities) NodeSupportProperties (class in import_export.sciaXML.node_support_properties) NodeSupportRecord (class in import_export.mesh_entities) nodeTag (xc.Constraint property) (xc.DisplacementControl property) noLateralSupport (materials.awc_nds.AWCNDS_materials.MemberRestraint attribute) Norm() (xc.Matrix method) (xc.Vector method) Norm2() (xc.Matrix method) (xc.Vector method) normalize() (geom.Vector2d method) (geom.Vector3d method) normalized() (geom.Vector2d method) (geom.Vector3d method) Normalized() (xc.Vector method) normalizeEigenvectors() (model.predefined_spaces.PredefinedSpace method) (xc.Mesh method) NormalStressesLimitStateData (class in materials.ec2.EC2_limit_state_checking) (class in materials.ec3.EC3_limit_state_checking) (class in materials.ehe.EHE_limit_state_checking) NormalStressesRCLimitStateData (class in materials.aci.ACI_limit_state_checking) (class in materials.sia262.SIA262_limit_state_checking) (class in postprocess.limit_state_data) NormalStressesSteelLimitStateData (class in postprocess.limit_state_data) noRows (xc.Matrix property) nosingForce() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] notAPoint() (geom.Pos2d method) (geom.Pos3d method) notApplicable (materials.awc_nds.AWCNDS_materials.MemberRestraint attribute) nu (materials.awc_nds.AWCNDS_materials.HeaderSection attribute) (materials.awc_nds.dimensional_lumber.DouglasFirLarchWood attribute) (materials.awc_nds.dimensional_lumber.HemFirWood attribute) (materials.awc_nds.dimensional_lumber.SouthernPineWood attribute) (materials.awc_nds.dimensional_lumber.SprucePineFirWood attribute) (xc.ElasticPlateBase property) nu() (materials.concrete_base.paramTensStiffness method) nuc (materials.concrete_base.Concrete attribute) nuevosZeroLengthShell() (in module misc.shell_testing_bench) nufc() (materials.sia262.SIA262_materials.ConcreteSIA262 method) numBars() (in module materials.sia262.SIA262_materials) numberOfStemSets (rough_calculations.ng_retaining_wall.RetainingWall attribute) numberOfSurfaces (xc.PressureMultiYieldBase property) numConnectedEdges (xc.Pnt property) numElements (xc.ElementalLoad property) numerate() (xc.Set method) numMaterials (xc.ConnectedMaterial property) numModes (xc.Domain property) (xc.LinearBucklingAnalysis property) numReinfBars (xc.ReinfLayer property)

O

ObjWithRecorders (class in xc) offset() (geom.Circle2d method) (geom.Polygon3d method) old_read_int_forces_file() (in module postprocess.limit_state_data) OldDxfReader (class in import_export.dxf_reader) OneNorm() (xc.Matrix method) open() (postprocess.config.default_config.EnvConfig method) (postprocess.config.default_config.ProjectDirTree method) ordinary_eigenvalues() (in module solution.predefined_solutions) OrdinaryEigenvalues (class in solution.predefined_solutions) ordinaryEigenvalues() (model.predefined_spaces.PredefinedSpace method) ordinateNames (geom_utils.longitudinal_profile.LongProfile attribute) Org (geom.ref_CooSysRect1d2d property) (geom.ref_CooSysRect1d3d property) (geom.ref_CooSysRect2d2d property) (geom.ref_CooSysRect2d3d property) (geom.ref_CooSysRect3d3d property)

orientation() (geom.ListPos3d method) (geom.Polygon3d method) (xc.Face method) OSBPanelSection (class in materials.awc_nds.AWCNDS_materials) OuputUnits (class in postprocess.reports.graphical_reports) Out() (geom.HalfPlane2d method) (xc.EntMdlr method) (xc.NodePtrs method) OutputHandler (class in postprocess.output_handler) OutputStyle (class in postprocess.output_styles) OutputUnits (class in postprocess.output_units) overpressure_dry() (in module geotechnics.mononobe_okabe) oversizeHoleDia (materials.astm_aisc.ASTM_materials.BoltFastener attribute)

P

P (rough_calculations.ng_earth_pressure.KreyEarthPressurUnderConcentratedLoad attribute) p1 (xc.StraightReinfLayer property) p2 (xc.StraightReinfLayer property) p_max (rough_calculations.ng_earth_pressure.KreyEarthPressurUnderConcentratedLoad attribute) Parabola (class in geom_utils.parabola) ParallelMaterial (class in xc) ParamF() (in module actions.wind.CTE_wind) ParamK() (in module actions.wind.CTE_wind) ParamKIAPF() (in module actions.wind.IAPF_wind) ParamL() (in module actions.wind.CTE_wind) paramTensStiffness (class in materials.concrete_base) ParamZ() (in module actions.wind.CTE_wind) ParticlePos3d (class in xc) PartToDisplay (class in postprocess.utils_display) PartToDisplayContainer (class in postprocess.utils_display) passive_earth_pressure_coefficient_Kpd() (in module geotechnics.mononobe_okabe) path (xc.PathSeriesBase property) PathIndependentMaterial (class in xc) PathSeries (class in xc) PathSeriesBase (class in xc) PathTimeSeries (class in xc) PBowlLoading (class in xc) PDeltaCrdTransf2d (class in xc) PDeltaCrdTransf3d (class in xc) pdfReport() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) (materials.sections.RC_sections_container.SectionContainer method) (postprocess.element_section_map.ElementSections method) (postprocess.RC_material_distribution.RCMaterialDistribution method) peakShearStrain (xc.PressureMultiYieldBase property) PeckPressureEnvelope (class in actions.earth_pressure.earth_pressure) penalty_modified_newton() (in module solution.predefined_solutions) penalty_newton_line_search_mumps() (in module solution.predefined_solutions) penalty_newton_raphson() (in module solution.predefined_solutions) PenaltyConstraintHandler (class in xc) PenaltyKrylovNewton (class in solution.predefined_solutions) PenaltyModifiedNewton (class in solution.predefined_solutions) PenaltyModifiedNewtonBase (class in solution.predefined_solutions) PenaltyModifiedNewtonMUMPS (class in solution.predefined_solutions) PenaltyModifiedNewtonUMF (class in solution.predefined_solutions) PenaltyNewmarkNewtonRaphson (class in solution.predefined_solutions) PenaltyNewtonLineSearch (class in solution.predefined_solutions) PenaltyNewtonLineSearchBase (class in solution.predefined_solutions) PenaltyNewtonLineSearchMUMPS (class in solution.predefined_solutions) PenaltyNewtonLineSearchUMF (class in solution.predefined_solutions) PenaltyNewtonRaphson (class in solution.predefined_solutions) PenaltyNewtonRaphsonBase (class in solution.predefined_solutions) PenaltyNewtonRaphsonMUMPS (class in solution.predefined_solutions) PenaltyNewtonRaphsonUMF (class in solution.predefined_solutions) PenaltyStaticLinearBase (class in solution.predefined_solutions) performGEOVerifications() (rough_calculations.ng_retaining_wall.RetainingWall method) performSLSAnalysis() (rough_calculations.ng_retaining_wall.RetainingWall method) performStabilityAnalysis() (rough_calculations.ng_retaining_wall.RetainingWall method) performULSAnalysis() (rough_calculations.ng_retaining_wall.RetainingWall method) PeriodicNewton (class in xc) PeriodSeries (class in xc) permLoadResult (class in rough_calculations.masonry_vault) perpendicular() (geom.Vector3d method) PhantomModel (class in postprocess.phantom_model) phi (materials.aci.ACI_limit_state_checking.ShearPlane attribute) (rough_calculations.ng_earth_pressure.KreyEarthPressurUnderConcentratedLoad attribute) phi() (geotechnics.earth_pressure.SoilModel method) phi_rankine_from_active_coefficient() (in module geotechnics.earth_pressure) physicalProperties (xc.ElemWithMaterial3N_Mech2D property) (xc.ElemWithMaterial4N_Mech2D property) (xc.ElemWithMaterial4N_SFD property) (xc.ProtoBeam2d property) (xc.ProtoBeam3d property) PhysicalProperties_NDMat (class in xc) PhysicalProperties_SectionFDMat (class in xc) PhysicalProperties_UMat (class in xc) pick_elements_in_zone() (in module model.predefined_spaces) pick_node_on_point() (in module model.predefined_spaces) pickBodiesInside() (xc.lstBodies method) pickElementsInZone() (model.predefined_spaces.PredefinedSpace method) pickElemsCrossing() (xc.DqPtrsElem method) (xc.Set method) (xc.SetMeshComp method) pickElemsInside() (xc.DqPtrsElem method) (xc.Set method) (xc.SetMeshComp method) pickElemsOfDimension() (xc.DqPtrsElem method) (xc.SetMeshComp method) pickElemsOfMaterial() (xc.DqPtrsElem method) (xc.SetMeshComp method) pickElemsOfType() (xc.DqPtrsElem method) (xc.SetMeshComp method) pickLinesInside() (xc.lstLines method) pickNodeOnPoint() (model.predefined_spaces.PredefinedSpace method) pickNodesInside() (xc.DqPtrsNode method) (xc.Set method) (xc.SetMeshComp method) pickPointsInside() (xc.lstPnts method) PivotsUltimateStrains (class in xc) plain_krylov_newton() (in module solution.predefined_solutions) plain_newton_raphson() (in module solution.predefined_solutions) plain_newton_raphson_band_gen() (in module solution.predefined_solutions) plain_newton_raphson_mumps() (in module solution.predefined_solutions) plain_static_modified_newton() (in module solution.predefined_solutions) PlainHandler (class in xc) PlainKrylovNewton (class in solution.predefined_solutions) PlainLinearNewmark (class in solution.predefined_solutions) PlainNewtonRaphson (class in solution.predefined_solutions) PlainNewtonRaphsonBandGen (class in solution.predefined_solutions) PlainNewtonRaphsonMUMPS (class in solution.predefined_solutions) PlainNumberer (class in xc) PlainStaticModifiedNewton (class in solution.predefined_solutions) plane (geom_utils.section_by_plane.SectionByPlane attribute) plane() (in module geom_utils.regression_plane) Plane3d (class in geom) PlaneStressMaterial (class in xc) PlateFiberMaterial (class in xc) pline() (in module geom_utils.acad_script_utils) pline3D() (in module geom_utils.acad_script_utils) plot() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) (postprocess.element_section_map.ElementSections method) (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method) (rough_calculations.masonry_vault.archGeometry method) plot2D() (materials.prestressing.prestressed_concrete.PrestressTendon method) plot3D() (materials.prestressing.prestressed_concrete.PrestressTendon method) plot_reinforcement() (in module materials.sections.fiber_section.plot_fiber_section) plot_section_geometry() (in module materials.sections.fiber_section.plot_fiber_section) plotCommonControlVars() (postprocess.figure_collection.FigsCollectionPlotter method) plotCrackingControlVars() (postprocess.figure_collection.FigsCollectionPlotter method) plotDataFile() (in module postprocess.gnuplot.gnuplot_utils) plotDesignStressStrainDiagram() (materials.concrete_base.Concrete method) (materials.concrete_base.ReinforcingSteel method) plotFatigue() (postprocess.figure_collection.FigsCollectionPlotter method) plotFigures() (postprocess.utils_display.TakePhotos method) plotFissurationFreq() (postprocess.figure_collection.FigsCollectionPlotter method) plotFissurationQP() (postprocess.figure_collection.FigsCollectionPlotter method) plotNormalStresses() (postprocess.figure_collection.FigsCollectionPlotter method) plotOrdinates() (geom_utils.longitudinal_profile.LongProfile method) plotPolygon() (geom_utils.aux_cairo_plot.TransformParams method) plotShear() (postprocess.figure_collection.FigsCollectionPlotter method) plotStressStrainFibSet() (in module postprocess.utils_display) plotTexts() (geom_utils.longitudinal_profile.LongProfile method) plotTimeSerie() (in module postprocess.gnuplot.gnuplot_utils) plotTimeSeries() (model.predefined_spaces.PredefinedSpace method) plotVertLines() (geom_utils.longitudinal_profile.LongProfile method) plotYZAxis() (geom_utils.aux_cairo_plot.TransformParams method) PlywoodPanelSection (class in materials.awc_nds.AWCNDS_materials) pMax (geom.BND2d property) (geom.BND3d property) pMin (geom.BND2d property) (geom.BND3d property) Pnt (class in xc) pntsInterpTendon() (materials.prestressing.prestressed_concrete.PrestressTendon method) pntsStraightTendon() (materials.prestressing.prestressed_concrete.PrestressTendon method) point() (in module geom_utils.acad_script_utils) PointDict (class in import_export.block_topology_entities) PointForceFreeComponent (class in import_export.sciaXML.scia_loads.point_force_free_container) PointForceFreeContainer (class in import_export.sciaXML.scia_loads.point_force_free_container) PointForceFreeProperties (class in import_export.sciaXML.scia_loads.point_force_free_properties) PointForceRecord (class in import_export.neutral_load_description) PointLoadOverShellElems (class in actions.loads) pointOnsetCracking() (materials.concrete_base.paramTensStiffness method) PointRecord (class in import_export.block_topology_entities) points (xc.Set property) points() (xc.Body method) pointsLists (postprocess.reports.list_displacements.RecordListadoDesplazamientos attribute) PointSupportDict (class in import_export.block_topology_entities) PointSupportRecord (class in import_export.block_topology_entities) PointVerticalLoadOnBackfill (class in actions.earth_pressure.earth_pressure) Polygon3d (class in geom) PolygonalSection (class in materials.sections.section_properties) PolygonPointRow (class in import_export.sciaXML.scia_loads.surface_pressure_free_container) populate() (import_export.sciaXML.material_container.MaterialTable method) populateChords() (model.geometry.truss_generators.TrussGeometry method) populateFromPairList() (postprocess.xcVtk.fields.vector_field.VectorField method) populateLoads() (postprocess.xcVtk.fields.load_vector_field.LoadVectorField method) populateWithElementalLoads() (postprocess.xcVtk.fields.load_vector_field.LoadVectorField method) populateWithNodalLoads() (postprocess.xcVtk.fields.load_vector_field.LoadVectorField method) populateXMLElement() (import_export.sciaXML.scia_loads.surface_pressure_free_container.PolygonPointRow method) (import_export.sciaXML.xml_basics.scxml_base.SCXMLBase method) (import_export.sciaXML.xml_basics.scxml_obj_base.SCXMLObjBase method) (import_export.sciaXML.xml_basics.scxml_properties_container.SCXMLPropertiesContainer method) (import_export.sciaXML.xml_basics.scxml_row.SCXMLRowP012 method) (import_export.sciaXML.xml_basics.scxml_row.SCXMLRowP0123 method) (import_export.sciaXML.xml_basics.scxml_table_base.SCXMLTableBase method) pos (xc.Pnt property) (xc.ReinfBar property) Pos2d (class in geom) Pos3d (class in geom) positiveSide() (geom.Plane3d method) post_stress_elem_line() (in module actions.prestress.prestress_cables) postprocess.callback_controls module postprocess.config.default_config module postprocess.control_vars module postprocess.def_vars_control module postprocess.displayable_results module postprocess.element_section_map module postprocess.extrapolate_elem_attr module

postprocess.figure_collection module postprocess.get_reactions module postprocess.gnuplot.gnuplot_utils module postprocess.limit_state_data module postprocess.med_xc_vars module postprocess.output_handler module postprocess.output_styles module postprocess.output_units module postprocess.phantom_model module postprocess.prop_statistics module postprocess.quick_inquiry.nodal_reactions module postprocess.RC_material_distribution module postprocess.recorders module postprocess.reports.common_formats module postprocess.reports.export_displacements module postprocess.reports.export_internal_forces module postprocess.reports.graph_material module postprocess.reports.graphical_reports module postprocess.reports.list_cable_capacity module postprocess.reports.list_capacity_factor module postprocess.reports.list_cracking module postprocess.reports.list_data module postprocess.reports.list_displacements module postprocess.reports.list_internal_forces module postprocess.reports.list_loads module postprocess.reports.list_max_min_displacements module postprocess.reports.list_metal_profiles_capacity module postprocess.reports.list_N_V_beams module postprocess.reports.list_reactions module postprocess.reports.list_shear module postprocess.reports.report_material module postprocess.utils_display module postprocess.xcVtk.CAD_model.cad_mesh module postprocess.xcVtk.CAD_model.create_array_set_data module postprocess.xcVtk.CAD_model.vtk_CAD_graphic module postprocess.xcVtk.diagrams.colored_diagram module postprocess.xcVtk.diagrams.control_var_diagram module postprocess.xcVtk.diagrams.element_property_diagram module postprocess.xcVtk.diagrams.linear_load_diagram module postprocess.xcVtk.diagrams.node_property_diagram module postprocess.xcVtk.diagrams.vtk_internal_force_diagram module postprocess.xcVtk.FE_model.quick_graphics module postprocess.xcVtk.FE_model.vtk_FE_graphic module postprocess.xcVtk.fields.direction_field_data module postprocess.xcVtk.fields.field_base module postprocess.xcVtk.fields.fields module postprocess.xcVtk.fields.load_vector_field module postprocess.xcVtk.fields.local_axes_vector_field module postprocess.xcVtk.fields.vector_field module postprocess.xcVtk.fields.vector_field_data module postprocess.xcVtk.fields.vtk_lut_field module postprocess.xcVtk.screen_annotation module postprocess.xcVtk.vtk_graphic_base module PotBearing (class in materials.bridge_bearings) pre_stress_elem_line() (in module actions.prestress.prestress_cables) PredefinedSpace (class in model.predefined_spaces) predimThickness() (rough_calculations.ng_concrete_slab.FourSidesPinnedConcreteSlab method) prepareResultsDictionaries() (materials.ehe.EHE_limit_state_checking.BucklingParametersLimitStateData method) (postprocess.limit_state_data.BucklingParametersLimitStateData method) (postprocess.limit_state_data.LimitStateData method) pressDependCoeff (xc.PressureMultiYieldBase property) PressureDependMultiYield (class in xc) PressureDependMultiYieldBase (class in xc) PressureIndependMultiYield (class in xc) PressureModelBase (class in actions.earth_pressure.earth_pressure) PressureMultiYieldBase (class in xc) prestress (xc.CableMaterial property) PrestressingSteel (class in materials.concrete_base) (class in materials.ec2.EC2_materials) (class in materials.ehe.EHE_materials) prestressingWire (class in rough_calculations.ng_prestressed_concrete) PrestressTendon (class in materials.prestressing.prestressed_concrete) previousName (solution.database_helper.DatabaseHelperSolve attribute) principal() (xc.stresstensor method) printCabeceraListadoCapacityFactor() (in module postprocess.reports.list_capacity_factor) printCabeceraListadoFisuracion() (in module postprocess.reports.list_cracking) printCabeceraListadoTirante() (in module postprocess.reports.list_cable_capacity) printCargas() (in module actions.utils.load_tables) printCargasLin() (in module actions.utils.load_tables) printCargasPlanta() (in module actions.utils.load_tables) printCargasSup() (in module actions.utils.load_tables) printCierreListadoCapacityFactor() (in module postprocess.reports.list_capacity_factor) printCierreListadoFisuracion() (in module postprocess.reports.list_cracking) printCierreListadoTirante() (in module postprocess.reports.list_cable_capacity) printParams() (materials.ehe.EHE_limit_state_checking.CrackControl method) (materials.limit_state_checking_base.CrackControlBaseParameters method) (materials.limit_state_checking_base.TensionedRebarsProperties method) printResult() (rough_calculations.predim_diaphragm_wall.DiaphragmWallRoughModel method) printResults() (rough_calculations.masonry_vault.archGeometry method) (rough_calculations.masonry_vault.FillingCharacteristics method) (rough_calculations.masonry_vault.permLoadResult method) (rough_calculations.masonry_vault.resistance method) (rough_calculations.masonry_vault.trafficLoadResult method) printResultsELU() (in module materials.ec5.EC5_limit_state_checking) printShearVerificationListingFoot() (in module postprocess.reports.list_shear) printShearVerificationListingHeader() (in module postprocess.reports.list_shear) printTNListingEndSteelShape() (in module postprocess.reports.list_metal_profiles_capacity) printTNListingHeaderSteelShape() (in module postprocess.reports.list_metal_profiles_capacity) printVListingHeaderSteelShape() (in module postprocess.reports.list_metal_profiles_capacity) PrismaticBarCrossSection (class in xc) PrismaticBarCrossSectionsVector (class in xc) procesResultVerifFISSIA262() (in module materials.sia262.SIA262_limit_state_checking) procesResultVerifFISSIA262PlanB() (in module materials.sia262.SIA262_limit_state_checking) progid (import_export.sciaXML.xml_basics.scxml_properties_container.SCXMLPropertiesContainer attribute) Project (class in import_export.sciaXML.project) ProjectDirTree (class in postprocess.config.default_config) ProjectProperties (class in import_export.sciaXML.project_properties) projXYPline3d() (in module geom_utils.projection) propName (postprocess.element_section_map.ElementSectionMap attribute) PropRecorder (class in xc) ProtoArcLength (class in xc) ProtoBeam2d (class in xc) ProtoBeam3d (class in xc) ProtoGeom (class in geom) ProtoTruss (class in xc) psiAlphaVFactor() (in module materials.eota.EOTA_TR029_limit_state_checking) psiEcVFactor() (in module materials.eota.EOTA_TR029_limit_state_checking) psiHVFactor() (in module materials.eota.EOTA_TR029_limit_state_checking) psiReVFactor() (in module materials.eota.EOTA_TR029_limit_state_checking) psiSVFactor() (in module materials.eota.EOTA_TR029_limit_state_checking) PsSIA160_1970() (in module actions.snow.SIA_snow) PTFEPotBearingMat (class in materials.bridge_bearings) ptosExpCurvPostCracking() (materials.concrete_base.paramTensStiffness method) ptsRO1000Bars (materials.ehe.EHE_materials.PrestressingSteel attribute) ptsRO1000Class1 (materials.ceb.CEB_materials.CEBPrestressingSteel attribute) ptsRO1000Class2 (materials.ceb.CEB_materials.CEBPrestressingSteel attribute) ptsRO1000Class3 (materials.ceb.CEB_materials.CEBPrestressingSteel attribute) ptsRO1000Wires (materials.ehe.EHE_materials.PrestressingSteel attribute) ptsShortTermRelaxation (materials.concrete_base.CEB_EHE_PrestressingSteel attribute) PulseBaseSeries (class in xc) PulseSeries (class in xc) punching_shear_reinforcement_area() (in module rough_calculations.ng_punching_shear) punctualLoadList() (in module postprocess.reports.list_loads) pushFront() (xc.DqPtrsConstraint method) (xc.DqPtrsElem method) (xc.DqPtrsNode method) (xc.lstBodies method) (xc.lstLines method) (xc.lstPnts method) putAsSupport() (materials.bridge_bearings.ElastomericBearing method) putBetweenNodes() (materials.bridge_bearings.ElastomericBearing method) putComponents() (xc.Vector method) Pxy() (geom.Grid2d method) (geom.MatrixPos2d method)

Q

Q (rough_calculations.masonry_vault.trafficLoad attribute) (rough_calculations.ng_earth_pressure.KreyEarthPressurUnderConcentratedLoad attribute) QHShape (class in materials.sections.structural_steel) qkPont() (in module actions.snow.SIA_snow) qkRoof() (in module actions.snow.SIA_snow) qp() (in module actions.wind.SIA261_wind) QPLoadsCrackControlLimitStateData (class in materials.ec2.EC2_limit_state_checking) (class in materials.ehe.EHE_limit_state_checking) (class in materials.sia262.SIA262_limit_state_checking)

QPLoadsCrackControlRCLimitStateData (class in postprocess.limit_state_data) qrep (rough_calculations.masonry_vault.trafficLoad attribute) QuadBase4N_Mech2D (class in xc) QuadBase4N_SFD (class in xc) QuadCell (class in xc) quads2d_to_global_coordinates() (in module import_export.dxf_reader) QuadSurface (class in xc) QuickGraphics (class in postprocess.xcVtk.FE_model.quick_graphics) qz() (actions.wind.base_wind.windParams method)

R

r (materials.sections.section_properties.CircularSection attribute) (materials.sections.stress_calc.StressCalc attribute) r() (materials.sections.structural_shapes.arcelor_metric_shapes.IPNShape method) (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.UShape method) R0 (xc.Steel02 property) radius (xc.CircReinfLayer property) rangeIsValid() (postprocess.xcVtk.fields.vtk_lut_field.LUTField method) RankineSoil (class in geotechnics.earth_pressure) RareLoadsCrackControlLimitStateData (class in materials.ec2.EC2_limit_state_checking) (class in materials.ehe.EHE_limit_state_checking) (class in materials.sia262.SIA262_limit_state_checking) RareLoadsCrackControlRCLimitStateData (class in postprocess.limit_state_data) ratioSlope (xc.Concrete02 property) RawConcrete (class in xc) RawLineSetToMesh (class in model.mesh.finit_el_model) RawShellSections (class in postprocess.element_section_map) Ray3d (class in geom) RayleighBase (class in xc) RayleighDampingFactors (class in xc) RCBucklingControlVars (class in postprocess.control_vars) RCCircularSection (class in materials.sections.fiber_section.def_column_RC_section) RCCrackControlVars (class in postprocess.control_vars) RCCrackStraightControlVars (class in postprocess.control_vars) RCFiberSectionParameters (class in materials.sections.fiber_section.def_simple_RC_section) RCMaterialDistribution (class in postprocess.RC_material_distribution) RCMemberSection (class in postprocess.element_section_map) RCond() (xc.Matrix method) RCRectangularColumnSection (class in materials.sections.fiber_section.def_column_RC_section) RCRectangularSection (class in materials.sections.fiber_section.def_simple_RC_section) RCSection (class in rough_calculations.ng_rc_section) RCSectionBase (class in materials.sections.fiber_section.def_simple_RC_section) RCSets (class in materials.sections.fiber_section.fiber_sets) RCShearControlVars (class in postprocess.control_vars) RCSlabBeamSection (class in postprocess.element_section_map) rDiams (materials.astm_aisc.ASTM_materials.AnchorBolt attribute) re_stress_elem_lines() (in module actions.prestress.prestress_cables) Reactions (class in postprocess.get_reactions) ReactionsListRecord (class in postprocess.reports.list_reactions) read() (import_export.dxf_reader.OldDxfReader method) read_buckling_analysis_results() (in module materials.ehe.EHE_limit_state_checking) read_int_forces_dict() (in module postprocess.limit_state_data) read_internal_forces_file() (in module postprocess.limit_state_data) read_lines() (import_export.dxf_reader.OldDxfReader method) read_points() (import_export.dxf_reader.OldDxfReader method) read_stresses_dict() (in module postprocess.limit_state_data) readBoltedPlateFromJSONFile() (in module materials.astm_aisc.ASTM_materials) readControlVars() (materials.ec2.EC2_limit_state_checking.FreqLoadsCrackControlLimitStateData method) (materials.ec2.EC2_limit_state_checking.QPLoadsCrackControlLimitStateData method) (materials.ec2.EC2_limit_state_checking.RareLoadsCrackControlLimitStateData method) (materials.ehe.EHE_limit_state_checking.FreqLoadsCrackControlLimitStateData method) (materials.ehe.EHE_limit_state_checking.QPLoadsCrackControlLimitStateData method) (materials.ehe.EHE_limit_state_checking.RareLoadsCrackControlLimitStateData method) (materials.sia262.SIA262_limit_state_checking.FreqLoadsCrackControlLimitStateData method) (materials.sia262.SIA262_limit_state_checking.QPLoadsCrackControlLimitStateData method) (materials.sia262.SIA262_limit_state_checking.RareLoadsCrackControlLimitStateData method) (model.predefined_spaces.PredefinedSpace method) (postprocess.limit_state_data.BucklingParametersLimitStateData method) (postprocess.limit_state_data.FreqLoadsCrackControlRCLimitStateData method) (postprocess.limit_state_data.LimitStateData method) (postprocess.limit_state_data.NormalStressesRCLimitStateData method) (postprocess.limit_state_data.NormalStressesSteelLimitStateData method) (postprocess.limit_state_data.QPLoadsCrackControlRCLimitStateData method) (postprocess.limit_state_data.RareLoadsCrackControlRCLimitStateData method) (postprocess.limit_state_data.ShearResistanceRCLimitStateData method) (postprocess.limit_state_data.ShearResistanceSteelLimitStateData method) (postprocess.limit_state_data.TorsionResistanceRCLimitStateData method) readDATFiles() (import_export.neutral_mesh_description.XCImportExportData method) readDxfFile() (import_export.neutral_mesh_description.XCImportExportData method) readFrom() (xc.InteractionDiagram method) readFromCSV() (actions.combinations.CombContainer method) readFromDATFile() (import_export.mesh_entities.CellDict method) (import_export.mesh_entities.MeshData method) (import_export.mesh_entities.NodeDict method) (import_export.neutral_mesh_description.GroupRecord method) readFromFile() (xc.PathSeries method) (xc.PathTimeSeries method) readFromFiles() (xc.PathTimeSeries method) readFromJSON() (actions.combinations.CombContainer method) (postprocess.RC_material_distribution.RCMaterialDistribution method) readFromUMesh() (import_export.mesh_entities.CellDict method) (import_export.mesh_entities.NodeDict method) readFromXC() (import_export.sciaXML.scia_loads.load_container.LoadContainerBase method) readFromXCDomain() (import_export.mesh_entities.NodeSupportDict method) readFromXCSet() (import_export.block_topology_entities.BlockData method) (import_export.block_topology_entities.BlockDict method) (import_export.block_topology_entities.PointDict method) (import_export.block_topology_entities.PointSupportDict method) (import_export.mesh_entities.CellDict method) (import_export.mesh_entities.MeshData method) (import_export.mesh_entities.NodeDict method) (import_export.neutral_mesh_description.XCImportExportData method) readInternalForces() (materials.ec2.EC2_limit_state_checking.Ec2InPlaneStressLimitStateData method) (materials.limit_state_checking_base.LimitStateControllerBase method) (postprocess.limit_state_data.LimitStateData method) (postprocess.limit_state_data.VonMisesStressLimitStateData method) readJSONFile() (import_export.neutral_mesh_description.XCImportExportData method) readLoadCombsFromXC() (import_export.neutral_load_description.LoadData method) (import_export.sciaXML.scia_loads.load_container.LoadContainerBase method) readLoadsFromXC() (import_export.sciaXML.scia_loads.load_container.LoadContainerBase method) readStresses() (materials.ec2.EC2_limit_state_checking.Ec2InPlaneStressController method) Rebar (class in materials.sections.rebar_family) RebarArrangement (class in materials.sections.rebar_family) RebarController (class in materials.aci.ACI_limit_state_checking) (class in materials.ec2.EC2_limit_state_checking) (class in materials.ehe.EHE_limit_state_checking) (class in materials.limit_state_checking_base) (class in materials.sia262.SIA262_limit_state_checking) RebarFamily (class in materials.sections.rebar_family) RebarRow (class in materials.sections.rebar_family) RebarRow2ReinfRow() (in module materials.sections.fiber_section.def_simple_RC_section) rebLayer_m() (in module materials.sections.fiber_section.def_simple_RC_section) rebLayer_mm() (in module materials.sections.fiber_section.def_simple_RC_section) rebLayerByNumFi_m() (in module materials.sections.fiber_section.def_simple_RC_section) rebLayerByNumFi_mm() (in module materials.sections.fiber_section.def_simple_RC_section) rec_getattr() (in module postprocess.prop_statistics) rec_setattr() (in module postprocess.prop_statistics) reCenter() (materials.sections.section_properties.PolygonalSection method) RecordDefGrid (class in postprocess.xcVtk.vtk_graphic_base) RecordDisp (class in postprocess.reports.graphical_reports) Recorder (class in xc) RecordListadoDesplazamientos (class in postprocess.reports.list_displacements) rect2DPolygon() (in module model.geometry.geom_utils) RectangularHollowSection (class in materials.sections.section_properties) RectangularSection (class in materials.sections.section_properties) RectangularSeries (class in xc) redefTensStiffConcr() (in module materials.sections.fiber_section.fiber_sets) reductionFactorKT() (in module materials.sia262.SIA262_materials) Ref1d2d (class in geom) Ref1d3d (class in geom) Ref2d2d (class in geom) Ref2d3d (class in geom) Ref3d3d (class in geom) ref_CooSysRect1d2d (class in geom) ref_CooSysRect1d3d (class in geom) ref_CooSysRect2d2d (class in geom) ref_CooSysRect2d3d (class in geom) ref_CooSysRect3d3d (class in geom) refBulkModulus (xc.PressureIndependMultiYield property) Reflection (class in xc) refPressure (xc.PressureMultiYieldBase property) refShearModulus (xc.PressureIndependMultiYield property) regresLine() (materials.concrete_base.paramTensStiffness method) RegulaFalsiLineSearch (class in xc) ReinfBar (class in xc) reinfFibers (materials.sections.fiber_section.fiber_sets.RCSets attribute) ReinfLayer (class in xc) ReinforcedConcreteLimitStrains (class in materials.concrete_base) ReinforcementMap (class in rough_calculations.ng_retaining_wall) ReinforcementRatios (class in materials.ehe.EHE_limit_state_checking) reinforcementText1 (postprocess.figure_collection.FigsCollectionPlotter attribute) reinforcementText2 (postprocess.figure_collection.FigsCollectionPlotter attribute) ReinforcingSteel (class in materials.concrete_base) (class in materials.ec2.EC2_materials) (class in materials.ehe.EHE_materials) ReinfRow (class in materials.sections.fiber_section.def_simple_RC_section) release (xc.ElasticBeam2d property) releaseBeamEnd() (model.predefined_spaces.StructuralMechanics3D method) releaseLineExtremities() (model.predefined_spaces.StructuralMechanics3D method) releaseY (xc.ElasticBeam3d property) releaseZ (xc.ElasticBeam3d property) remove() (xc.LoadCombinationGroup method) remove_accents() (in module misc_utils.data_struct_utils) remove_close_values() (in module misc_utils.data_struct_utils) remove_duplicates_list() (in module misc_utils.data_struct_utils) removeAllFromDomain() (xc.LoadCombinationGroup method) (xc.MapLoadPatterns method) removeAllLoadCombinations() (xc.Domain method) removeAllLoadPatterns() (xc.Domain method) removeAllLoadPatternsFromDomain() (model.predefined_spaces.PredefinedSpace method) removeAllLoadsAndCombinations() (xc.Domain method) removeAllLoadsAndCombinationsFromDomain() (model.predefined_spaces.PredefinedSpace method) removeElement() (model.predefined_spaces.PredefinedSpace method) (xc.Mesh method) removeElementalLoad() (xc.LoadPattern method) removeFromDomain() (xc.LoadCombinationGroup method) (xc.LoadPattern method) (xc.MapLoadPatterns method)

removeLoadCaseFromDomain() (model.predefined_spaces.PredefinedSpace method) removeLoadCombination() (model.predefined_spaces.PredefinedSpace method) removeLoadPattern() (model.predefined_spaces.PredefinedSpace method) (xc.MapLoadPatterns method) removeMFreedom_Constraint() (model.predefined_spaces.PredefinedSpace method) removeMRMFreedom_Constraint() (model.predefined_spaces.PredefinedSpace method) removeNodalLoad() (xc.LoadPattern method) removeNode() (model.predefined_spaces.PredefinedSpace method) (xc.Mesh method) removeSet() (model.predefined_spaces.PredefinedSpace method) removeSPConstraint() (model.predefined_spaces.PredefinedSpace method) (xc.NodeLocker method) rename() (postprocess.element_section_map.ElementSections method) (xc.SetMeshComp method) renewSet() (model.predefined_spaces.PredefinedSpace method) renumber() (actions.combinations.CombContainer method) (actions.combinations.SituationCombs method) (actions.combinations.SLSCombinations method) (actions.combinations.ULSCombinations method) report() (materials.astm_aisc.ASTM_materials.AnchorBolt method) (materials.astm_aisc.ASTM_materials.AnchorGroup method) (materials.astm_aisc.ASTM_materials.BoltFastener method) (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (materials.sections.fiber_section.def_simple_RC_section.RCFiberSectionParameters method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) (materials.sections.fiber_section.def_simple_RC_section.ShearReinforcement method) (materials.sections.fiber_section.def_simple_RC_section.TorsionReinforcement method) (materials.sections.RC_sections_container.SectionContainer method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) (postprocess.element_section_map.RawShellSections method) (postprocess.RC_material_distribution.RCMaterialDistribution method) report_concrete02() (in module postprocess.reports.report_material) reselTensionFibers() (in module materials.sections.fiber_section.fiber_sets) (materials.sections.fiber_section.fiber_sets.RCSets method) resetAccionesConstantTS() (in module actions.load_cases) resetEstrucDatosDiagrama() (postprocess.xcVtk.diagrams.colored_diagram.ColoredDiagram method) resetLoadCase() (model.predefined_spaces.PredefinedSpace method) (solution.predefined_solutions.SolutionProcedure method) residX() (materials.sections.stress_calc.StressCalc method) resistance (class in rough_calculations.masonry_vault) resistingM() (materials.sections.stress_calc.StressCalc method) resistingN() (materials.sections.stress_calc.StressCalc method) RespFiberSectionShear3d (class in xc) RespMembraneMaterial (class in xc) Response (class in xc) ResponseId (class in xc) RespPlateMaterial (class in xc) RespPMz (class in xc) RespPMzMy (class in xc) RespPMzMyT (class in xc) RespPMzV (class in xc) RespPMzVyMyVzT (class in xc) RespPVyMz (class in xc) RespShellMaterial (class in xc) respTName() (materials.sections.section_properties.SectionProperties method) respVyName() (materials.sections.section_properties.SectionProperties method) RespVyP (class in xc) respVzName() (materials.sections.section_properties.SectionProperties method) restore() (model.predefined_spaces.PredefinedSpace method) (solution.database_helper.DatabaseHelperSolve method) (xc.FE_Datastore method) resultComb() (rough_calculations.ng_retaining_wall.RetainingWall method) ResultDescription (class in postprocess.displayable_results) ResultsDescriptionContainer (class in postprocess.displayable_results) RetainingWall (class in rough_calculations.ng_retaining_wall) revertToLastCommit() (xc.CrdTransf method) (xc.Domain method) (xc.Fiber method) revertToStart() (model.predefined_spaces.PredefinedSpace method) (xc.CrdTransf method) (xc.Domain method) (xc.Fiber method) revolve() (xc.Face method) rho (materials.awc_nds.AWCNDS_materials.OSBPanelSection attribute) (materials.awc_nds.AWCNDS_materials.PlywoodPanelSection attribute) (materials.concrete_base.ReinforcingSteel attribute) (xc.BaseElasticSection property) (xc.ElasticBeam2d property) (xc.ElasticBeam3d property) (xc.ElasticIsotropicMaterial property) (xc.NDMaterial property) (xc.NDMaterialPhysicalProperties property) (xc.QuadBase4N_Mech2D property) (xc.SectionForceDeformation property) (xc.UniaxialMaterial property) rho() (geotechnics.earth_pressure.SoilModel method) RHSShape (class in materials.ec3.EC3_materials) (class in materials.sections.structural_shapes.arcelor_metric_shapes) RigidBase (class in xc) RigidBeam (class in xc) RigidDiaphragm (class in xc) RigidRod (class in xc) ro_eff() (in module materials.ec2.EC2_limit_state_checking) rot_X() (in module model.sets.sets_mng) rot_Y() (in module model.sets.sets_mng) rot_Z() (in module model.sets.sets_mng) rotAllPntsXAxis() (model.geometry.grid_model.GridModel method) rotAllPntsYAxis() (model.geometry.grid_model.GridModel method) rotAllPntsZAxis() (model.geometry.grid_model.GridModel method) rotate() (xc.CrdTransf3d method) (xc.CrossSectionProperties3d method) Rotation (class in xc) Rotation2d (class in geom) rotPntsXAxis() (model.geometry.grid_model.GridModel method) rotPntsXYZrangeXAxis() (model.geometry.grid_model.GridModel method) rotPntsXYZrangeYAxis() (model.geometry.grid_model.GridModel method) rotPntsXYZrangeZAxis() (model.geometry.grid_model.GridModel method) rotPntsYAxis() (model.geometry.grid_model.GridModel method) rotPntsZAxis() (model.geometry.grid_model.GridModel method) rough_calculations.arch_bridge_rough_base module rough_calculations.arch_bridge_simple_model module rough_calculations.beam_deflection module rough_calculations.cable_stayed_bridge_simple_model module rough_calculations.masonry_vault module rough_calculations.ng_basement_wall module rough_calculations.ng_beam module rough_calculations.ng_cantilever module rough_calculations.ng_column_loads module rough_calculations.ng_concrete_slab module rough_calculations.ng_earth_pressure module rough_calculations.ng_isolated_footing module rough_calculations.ng_min_dim_of_abutment_support module rough_calculations.ng_pile_cap module, [1] rough_calculations.ng_prestressed_concrete module rough_calculations.ng_punching_shear module rough_calculations.ng_rc_section module rough_calculations.ng_retaining_wall module rough_calculations.ng_simple_beam module rough_calculations.ng_simple_bending_reinforcement module rough_calculations.predim_diaphragm_wall module rough_calculations.profile_mechanical_prop module rough_calculations.suspension_bridge_simple_model module rough_calculations.T_beam_bridges_rough_calc module rough_calculations.tied_arch_simple_model module rough_calculations.vaults_rough_calc module roundLst() (in module misc_utils.units_utils) rowNorm() (xc.Matrix method) rowOrder (geom_utils.longitudinal_profile.LongProfile attribute) rowSum() (xc.Matrix method) rp (materials.sections.stress_calc.StressCalc attribute) runChecking() (materials.ec2.EC2_limit_state_checking.Ec2InPlaneStressLimitStateData method) (postprocess.limit_state_data.LimitStateData method) (postprocess.limit_state_data.VerifOutVars method) (postprocess.limit_state_data.VonMisesStressLimitStateData method) (postprocess.phantom_model.PhantomModel method) (postprocess.RC_material_distribution.RCMaterialDistribution method)

S

s (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly attribute) S() (in module actions.quake.seismeSIA) s_r_max() (in module materials.ec2.EC2_limit_state_checking) (materials.ec2.EC2_limit_state_checking.CrackController method) samplePoints() (rough_calculations.ng_beam.Beam method) save() (in module geom_utils.acad_script_utils) (model.predefined_spaces.PredefinedSpace method) (xc.FE_Datastore method) saveAll() (postprocess.limit_state_data.LimitStateData method) saveCombination() (in module solution.database_helper) savefig() (postprocess.reports.graph_material.MPLGraphic method) (postprocess.reports.graph_material.UniaxialMaterialDiagramGraphic method) ScalarField (class in postprocess.xcVtk.fields.fields) scaleCoorXPointsRange() (model.geometry.grid_model.GridModel method) scaleCoorXPointsXYZRange() (model.geometry.grid_model.GridModel method) scaleCoorYPointsRange() (model.geometry.grid_model.GridModel method) scaleCoorYPointsXYZrange() (model.geometry.grid_model.GridModel method) scaleCoorZPointsRange() (model.geometry.grid_model.GridModel method) scaleCoorZPointsXYZrange() (model.geometry.grid_model.GridModel method) Scaling (class in xc) ScoordToXYprojCoord() (materials.prestressing.prestressed_concrete.PrestressTendon method) ScreenAnnotation (class in postprocess.xcVtk.screen_annotation) Screw (class in materials.awc_nds.dowel_type_fasteners) SCXMLBase (class in import_export.sciaXML.xml_basics.scxml_base) SCXMLDefinition (class in import_export.sciaXML.xml_basics.scxml_definition) SCXMLEnum (class in import_export.sciaXML.xml_basics.scxml_enum) SCXMLEnumItem (class in import_export.sciaXML.xml_basics.scxml_enum_item) SCXMLHeader (class in import_export.sciaXML.xml_basics.scxml_header) SCXMLHeaderItem (class in import_export.sciaXML.xml_basics.scxml_header_item) SCXMLObjBase (class in import_export.sciaXML.xml_basics.scxml_obj_base) SCXMLObject (class in import_export.sciaXML.xml_basics.scxml_object) SCXMLObjectItem (class in import_export.sciaXML.xml_basics.scxml_object_item) SCXMLPropertiesContainer (class in import_export.sciaXML.xml_basics.scxml_properties_container) SCXMLPropertiesSubTable (class in import_export.sciaXML.xml_basics.scxml_properties_sub_table) SCXMLPropertiesTable (class in import_export.sciaXML.xml_basics.scxml_properties_table) SCXMLProperty (class in import_export.sciaXML.xml_basics.scxml_property) SCXMLRef (class in import_export.sciaXML.xml_basics.scxml_ref) SCXMLRow (class in import_export.sciaXML.xml_basics.scxml_row) SCXMLRowP012 (class in import_export.sciaXML.xml_basics.scxml_row) SCXMLRowP0123 (class in import_export.sciaXML.xml_basics.scxml_row) SCXMLTableBase (class in import_export.sciaXML.xml_basics.scxml_table_base) SCXMLTableContainer (class in import_export.sciaXML.xml_basics.scxml_table_container) SCXMLTableXMLNodes (class in import_export.sciaXML.xml_basics.scxml_table_xmlnodes) search() (materials.sections.RC_sections_container.SectionContainer method) searchLoadedElement() (import_export.neutral_load_description.NodalLoadRecord method) searchLoadedElements() (import_export.neutral_load_description.LoadContainer method) (import_export.neutral_load_description.SurfaceLoadRecord method) searchLoadedNode() (import_export.neutral_load_description.NodalLoadRecord method) SecantLineSearch (class in xc) section_model() (in module misc.scc2d_testing_bench) (in module misc.scc3d_testing_bench) SectionAggregator (class in xc) SectionBucklingProperties (class in materials.ehe.EHE_limit_state_checking) SectionByPlane (class in geom_utils.section_by_plane) SectionContainer (class in materials.sections.RC_sections_container) sectionDeformation (xc.SectionForceDeformation property) SectionFDPhysicalProperties (class in xc) SectionForceDeformation (class in xc) sectionGeometry() (xc.BaseElasticSection method) sectionHeadingA (postprocess.reports.list_displacements.RecordListadoDesplazamientos attribute) (postprocess.reports.list_reactions.ReactionsListRecord attribute) sectionHeadingB (postprocess.reports.list_displacements.RecordListadoDesplazamientos attribute) (postprocess.reports.list_reactions.ReactionsListRecord attribute) SectionInfo (class in materials.sections.fiber_section.section_report) SectionInfoHASimple (class in materials.sections.fiber_section.section_report) SectionMassProperties (class in xc) SectionProperties (class in materials.sections.section_properties) sectionProperties (xc.BaseElasticSection2d property) (xc.ProtoBeam2d property) (xc.ProtoBeam3d property) SectionRepres (class in xc) Segment (class in xc) SeismicPressureDistribution (class in actions.earth_pressure.earth_pressure) selectBodiesFromTagList() (xc.lstPnts method) (xc.Set method) selectLinesFromTagList() (xc.lstPnts method) (xc.Set method) selectPointsFromTagList() (xc.lstPnts method) (xc.Set method) selectSurfacesFromTagList() (xc.lstPnts method) (xc.Set method) selectUgridsFromTagList() (xc.lstPnts method) (xc.Set method) SeriesMaterial (class in xc) Set (class in xc) set_axes_equal() (in module materials.prestressing.prestressed_concrete) set_bearing_between_nodes() (in module model.predefined_spaces) set_included_in_orthoPrism() (in module model.sets.sets_mng) set_not_included_in_orthoPrism() (in module model.sets.sets_mng) setAbscissaLine() (geom_utils.longitudinal_profile.LongProfile method) setAdditions() (xc.SectionAggregator method) setAddOf() (in module model.sets.sets_mng) setArcLengthIntegratorParameters() (solution.predefined_solutions.SolutionProcedure method) setAxisAng() (xc.Rotation method) setBackgroundColor() (postprocess.output_handler.OutputHandler method) (postprocess.output_styles.OutputStyle method) (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method) setBeamBetweenNodes() (model.predefined_spaces.StructuralMechanics3D method) setBearing() (model.predefined_spaces.PredefinedSpace method) setBearingBetweenNodes() (in module model.predefined_spaces) (model.predefined_spaces.PredefinedSpace method) setBearingOnX() (model.predefined_spaces.PredefinedSpace method) setBearingOnXYRigZ() (model.predefined_spaces.PredefinedSpace method) setCameraParameters() (postprocess.output_handler.OutputHandler method) setContainers() (import_export.sciaXML.project.Project method) setCreepDt() (model.predefined_spaces.PredefinedSpace method) setCreepOff() (model.predefined_spaces.PredefinedSpace method) setCreepOn() (model.predefined_spaces.PredefinedSpace method) setCurrentLoadCase() (actions.load_cases.LoadCaseManager method) setCurrentLoadPattern() (model.predefined_spaces.PredefinedSpace method) setCurrentTime() (model.predefined_spaces.PredefinedSpace method) setDeadSRF() (xc.Domain method) (xc.Mesh static method) setDef() (import_export.sciaXML.project.Project method) setDefaultCoordTransf() (model.predefined_spaces.PredefinedSpace method) setDefaultMaterial() (model.predefined_spaces.PredefinedSpace method) setDefaultMaterials() (model.predefined_spaces.PredefinedSpace method) setDomainStamp() (xc.EigenAnalysis method) setEigenvalues() (xc.Domain method) setElem_to_lst() (in module model.sets.sets_mng) setElementDimension() (model.predefined_spaces.PredefinedSpace method) setElements() (xc.ElementPropRecorder method) setElementTags() (xc.ElementalLoad method) setElemSize() (xc.Face method) setElemSizeI() (xc.Face method) setElemSizeIJ() (xc.Face method) setElemSizeJ() (xc.Face method) setEnvConfig() (postprocess.limit_state_data.LimitStateData static method) setFactor() (xc.CFactorSeries method) setField() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) setFileName() (import_export.sciaXML.project.Project method) setFocalPoint() (postprocess.xcVtk.vtk_graphic_base.CameraParameters method) setForcesFromDict() (materials.sections.internal_forces.CrossSectionInternalForces method) setFromAverageInShellElement() (materials.sections.internal_forces.ShellMaterialInternalForces method) setFromCSV() (actions.combinations.CombContainer method) (actions.combinations.SituationCombs method) (actions.combinations.SLSCombinations method) (actions.combinations.ULSCombinations method) setFromCSVString() (materials.sections.internal_forces.CrossSectionInternalForces method) (materials.sections.internal_forces.ShellMaterialInternalForces method) setFromDict() (actions.combinations.CombContainer method) (actions.combinations.CombinationRecord method) (actions.combinations.SituationCombs method) (actions.combinations.SituationsSet method) (actions.combinations.SLSCombinations method) (actions.combinations.ULSCombinations method) (actions.load_cases.LoadCase method) (actions.load_cases.LoadCaseManager method) (import_export.basic_entities.ComponentSupportRecord method) (import_export.basic_entities.SupportRecord method) (import_export.block_topology_entities.BlockData method) (import_export.block_topology_entities.BlockDict method) (import_export.block_topology_entities.BlockProperties method) (import_export.block_topology_entities.BlockRecord method) (import_export.block_topology_entities.PointDict method) (import_export.block_topology_entities.PointRecord method) (import_export.block_topology_entities.PointSupportDict method) (import_export.mesh_entities.CellDict method) (import_export.mesh_entities.CellRecord method) (import_export.mesh_entities.MaterialDict method) (import_export.mesh_entities.MaterialRecord method) (import_export.mesh_entities.MeshData method) (import_export.mesh_entities.NodeDict method) (import_export.mesh_entities.NodeRecord method) (import_export.mesh_entities.NodeSupportDict method) (import_export.mesh_entities.NodeSupportRecord method) (import_export.neutral_load_description.ElementLoadRecord method) (import_export.neutral_load_description.LoadCase method) (import_export.neutral_load_description.LoadComb method) (import_export.neutral_load_description.LoadCombComponent method) (import_export.neutral_load_description.LoadContainer method) (import_export.neutral_load_description.LoadData method) (import_export.neutral_load_description.LoadGroup method) (import_export.neutral_load_description.LoadRecord method) (import_export.neutral_load_description.NodalLoadRecord method) (import_export.neutral_load_description.PointForceRecord method) (import_export.neutral_load_description.SurfaceLoadRecord method) (import_export.neutral_mesh_description.GroupRecord method) (import_export.neutral_mesh_description.MEDMeshData method) (import_export.neutral_mesh_description.XCImportExportData method) (materials.astm_aisc.ASTM_materials.AnchorBolt method) (materials.astm_aisc.ASTM_materials.AnchorGroup method) (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.astm_aisc.ASTM_materials.ASTMSteel method) (materials.astm_aisc.ASTM_materials.BoltFastener method) (materials.astm_aisc.ASTM_materials.CHSSShape method) (materials.astm_aisc.ASTM_materials.CShape method) (materials.astm_aisc.ASTM_materials.HFSHSShape method) (materials.astm_aisc.ASTM_materials.HSSShape method) (materials.astm_aisc.ASTM_materials.IShape method) (materials.astm_aisc.ASTM_materials.LShape method) (materials.astm_aisc.ASTM_materials.SimpleLShape method) (materials.astm_aisc.ASTM_materials.WShape method) (materials.bridge_bearings.Bearing method) (materials.bridge_bearings.ElastomericBearing method) (materials.concrete_base.Concrete method) (materials.concrete_base.ReinforcingSteel method) (materials.ehe.EHE_limit_state_checking.SectionBucklingProperties method) (materials.ehe.EHE_materials.EHEConcrete method) (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method) (materials.sections.fiber_section.def_simple_RC_section.BasicRectangularRCSection method) (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers method) (materials.sections.fiber_section.def_simple_RC_section.RCFiberSectionParameters method) (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method) (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) (materials.sections.fiber_section.def_simple_RC_section.ShearReinforcement method) (materials.sections.fiber_section.def_simple_RC_section.TorsionReinforcement method) (materials.sections.internal_forces.CrossSectionInternalForces method) (materials.sections.internal_forces.ShellMaterialInternalForces method) (materials.sections.material_with_DK_diagrams.MaterialWithDKDiagrams method) (materials.sections.RC_sections_container.SectionContainer method) (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.SteelShape method) (materials.steel_base.BasicSteel method) (materials.typical_materials.BasicElasticMaterial method) (materials.typical_materials.ElasticPerfectlyPlasticMaterial method) (postprocess.control_vars.AxialForceControlVars method) (postprocess.control_vars.BiaxialBendingControlVars method) (postprocess.control_vars.BiaxialBendingStrengthControlVars method) (postprocess.control_vars.CFNMyMz method) (postprocess.control_vars.ControlVarsBase method) (postprocess.control_vars.CrackControlBaseVars method) (postprocess.control_vars.CrackControlVars method) (postprocess.control_vars.FatigueControlBaseVars method) (postprocess.control_vars.FatigueControlVars method) (postprocess.control_vars.N method) (postprocess.control_vars.NMy method) (postprocess.control_vars.NMyMz method) (postprocess.control_vars.RCBucklingControlVars method) (postprocess.control_vars.RCCrackControlVars method) (postprocess.control_vars.RCCrackStraightControlVars method) (postprocess.control_vars.RCShearControlVars method) (postprocess.control_vars.ShearYControlVars method) (postprocess.control_vars.ShVy method) (postprocess.control_vars.SIATypeRCShearControlVars method) (postprocess.control_vars.SteelBucklingControlVars method) (postprocess.control_vars.SteelShapeBiaxialBendingControlVars method) (postprocess.control_vars.UniaxialBendingControlVars method) (postprocess.control_vars.VonMisesControlVars method) (postprocess.element_section_map.ElementSectionMap method) (postprocess.element_section_map.ElementSections method) (postprocess.element_section_map.RawShellSections method) (postprocess.element_section_map.RCMemberSection method) (postprocess.element_section_map.RCSlabBeamSection method) (postprocess.limit_state_data.CrossSectionInternalForces method) (postprocess.limit_state_data.GaussPointStresses method) (postprocess.RC_material_distribution.RCMaterialDistribution method) setFulcrumBetweenNodes() (model.predefined_spaces.PredefinedSpace method) setGammaM0() (materials.ec3.EC3_materials.EC3Steel method) setGeomNamed() (xc.SectionRepres method) setGJ() (xc.FiberSectionGJ method) setGrid() (postprocess.reports.graph_material.MPLGraphicDecorations method) setH() (import_export.sciaXML.xml_basics.scxml_object_item.SCXMLObjectItem method) setH0() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH1() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH10() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH11() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH12() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH13() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH14() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH15() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH16() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH17() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH18() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH19() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH2() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH20() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH3() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH4() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH5() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH6() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH7() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH8() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setH9() (import_export.sciaXML.xml_basics.scxml_header.SCXMLHeader method) setHeader() (import_export.sciaXML.xml_basics.scxml_table_xmlnodes.SCXMLTableXMLNodes method) setHugeBeamBetweenNodes() (model.predefined_spaces.StructuralMechanics3D method) setHugeTrussBetweenNodes() (model.predefined_spaces.StructuralMechanics3D method) setI() (import_export.sciaXML.xml_basics.scxml_object_item.SCXMLObjectItem method) (xc.CrossSectionProperties2d method) setId() (import_export.sciaXML.xml_basics.scxml_base.SCXMLBase method) (import_export.sciaXML.xml_basics.scxml_obj_base.SCXMLObjBase method) setImperfectionsX() (in module model.predefined_spaces) (model.predefined_spaces.PredefinedSpace method) setImperfectionsXY() (in module model.predefined_spaces) (model.predefined_spaces.PredefinedSpace method) setImperfectionsY() (in module model.predefined_spaces) (model.predefined_spaces.PredefinedSpace method) setInitialDeformationPlane() (xc.PrismaticBarCrossSection method) setInitialGeneralizedStrain() (xc.UniaxialMaterial method) setInitialSectionDeformation() (xc.FiberSectionBase method) setInitialStrain() (xc.ElasticIsotropicMaterial method) (xc.UniaxialMaterial method) setIntegrator() (xc.MotionHistory method) setIntersection() (model.predefined_spaces.PredefinedSpace method) setIOrientation() (xc.Face method) setKh() (actions.earth_pressure.earth_pressure.SeismicPressureDistribution method) setKOrientation() (xc.Face method) setKv() (actions.earth_pressure.earth_pressure.SeismicPressureDistribution method) setLabels() (postprocess.reports.graph_material.MPLGraphicDecorations method) setLevel() (in module misc_utils.log_messages) setLin_to_lst() (in module model.sets.sets_mng) setLinearBucklingAnalysisStep() (xc.LinearBucklingAnalysis method) setLineSearchMethod() (xc.NewtonLineSearch method) setLineWidth() (postprocess.output_handler.OutputHandler method) (postprocess.output_styles.OutputStyle method) (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method) setLoadConstant() (xc.Domain method) setMaterial() (xc.BeamColumnWithSectionFD method) (xc.ElemWithMaterial3N_Mech2D method) (xc.ElemWithMaterial4N_Mech2D method) (xc.ElemWithMaterial4N_SFD method) (xc.MembranePlateFiberSection method) (xc.PhysicalProperties_NDMat method) (xc.ProtoBeam2d method) (xc.ProtoBeam3d method) (xc.ZeroLength method) setMaterials() (xc.ConnectedMaterial method) SetMeshComp (class in xc) setModalParticipationFactors() (xc.Domain method) setN() (import_export.sciaXML.xml_basics.scxml_object_item.SCXMLObjectItem method) setName() (import_export.sciaXML.xml_basics.scxml_table_base.SCXMLTableBase method) setNm() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setNod_to_lst() (in module model.sets.sets_mng) setNode() (xc.Pnt method) setNodePropertyFromElements() (model.predefined_spaces.PredefinedSpace method) setNodes() (xc.NodePropRecorder method) setNumberOfBars() (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) setNumberOfDOFs() (model.predefined_spaces.PredefinedSpace method) setNumIncr() (xc.BaseControl method) setP0() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP1() (import_export.sciaXML.xml_basics.scxml_obj_base.SCXMLObjBase method) setP10() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP11() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP12() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP13() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP14() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP15() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP16() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP17() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP18() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP19() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP2() (import_export.sciaXML.xml_basics.scxml_obj_base.SCXMLObjBase method) setP20() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP3() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP4() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method)

setP5() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP6() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP7() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP8() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setP9() (import_export.sciaXML.xml_basics.scxml_object.SCXMLObject method) setParams() (xc.Steel02 method) setPenaltyFactors() (solution.predefined_solutions.SolutionProcedure method) setPhi() (actions.earth_pressure.earth_pressure.SeismicPressureDistribution method) setPlane() (xc.Reflection method) setPnt_to_lst() (in module model.sets.sets_mng) setPolygon() (import_export.neutral_load_description.SurfaceLoadRecord method) setPos() (xc.Pnt method) setPositions() (materials.astm_aisc.ASTM_materials.AnchorGroup method) setPreprocessor() (model.predefined_spaces.PredefinedSpace method) setPrescribedDisplacements() (model.predefined_spaces.PredefinedSpace method) setRayleighDampingFactors() (xc.Domain method) SetRCSections2SetElVerif (class in postprocess.element_section_map) setRebarArea() (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) setRebarDiameter() (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) setReinforcement() (rough_calculations.ng_rc_section.RCSection method) (rough_calculations.ng_retaining_wall.ReinforcementMap method) setRespTByName() (xc.FiberSectionShear3d method) setRespVyByName() (xc.FiberSectionShear3d method) setRespVyVzTByName() (xc.FiberSectionShear3d method) setRespVzByName() (xc.FiberSectionShear3d method) setRigidBeamBetweenNodes() (model.predefined_spaces.PredefinedSpace method) setRigidRodBetweenNodes() (model.predefined_spaces.PredefinedSpace method) setScalarBarTitle() (postprocess.xcVtk.fields.vtk_lut_field.LUTField method) setScaleFactor() (xc.Scaling method) setSection() (materials.aci.ACI_limit_state_checking.ShearController method) (materials.sia262.SIA262_limit_state_checking.ShearController method) (xc.SectionAggregator method) setSectionProperties() (xc.ProtoBeam2d method) (xc.ProtoBeam3d method) setShearReinf() (postprocess.element_section_map.SetRCSections2SetElVerif method) setShearReinfD1() (postprocess.element_section_map.RCSlabBeamSection method) setShearReinfD2() (postprocess.element_section_map.RCSlabBeamSection method) setSLSInternalForcesEnvelope() (rough_calculations.ng_retaining_wall.RetainingWall method) setSolutionProcedureType() (model.predefined_spaces.PredefinedSpace method) setSpacing() (materials.sections.fiber_section.def_simple_RC_section.ReinfRow method) setStemBackSteps() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) setStrainComp() (xc.BidimStrainLoad method) setStrains() (xc.DeformationPlane method) setSum() (model.predefined_spaces.PredefinedSpace method) setSurf_to_lst() (in module model.sets.sets_mng) setT() (import_export.sciaXML.xml_basics.scxml_base.SCXMLBase method) (import_export.sciaXML.xml_basics.scxml_header_item.SCXMLHeaderItem method) (import_export.sciaXML.xml_basics.scxml_object_item.SCXMLObjectItem method) setTime() (xc.Domain method) setTimeIncr() (xc.PathSeries method) settlementFlexibleCircFound() (in module geotechnics.foundations.settlement_found) settlementFlexibleRectFound() (in module geotechnics.foundations.settlement_found) setToDisplay (class in postprocess.utils_display) SetToMesh (class in model.mesh.finit_el_model) setTrialDeformationPlane() (xc.PrismaticBarCrossSection method) setTrialFiberStrain() (xc.Fiber method) setTrialSectionDeformation() (xc.FiberSectionBase method) setTrialStrain() (xc.NDMaterial method) (xc.UniaxialMaterial method) setULSInternalForcesEnvelope() (rough_calculations.ng_retaining_wall.RetainingWall method) setUniaxialBearing2D() (model.predefined_spaces.PredefinedSpace method) setup() (actions.earth_pressure.earth_pressure.HorizontalLoadOnBackfill method) setUp() (import_export.neutral_mesh_description.GroupRecord method) setup() (materials.limit_state_checking_base.TensionedRebarsProperties method) setUp() (postprocess.reports.graph_material.MPLGraphicDecorations method) setup() (solution.predefined_solutions.BucklingAnalysisEigenPart method) (solution.predefined_solutions.LinearBucklingAnalysis method) (solution.predefined_solutions.LineSearchBase method) (solution.predefined_solutions.PenaltyKrylovNewton method) (solution.predefined_solutions.PlainKrylovNewton method) (solution.predefined_solutions.SolutionProcedure method) (xc.J2Plasticity method) (xc.PressureIndependMultiYield method) setup_render_window() (in module postprocess.xcVtk.vtk_graphic_base) setupActor() (postprocess.xcVtk.fields.direction_field_data.DirectionFieldData method) (postprocess.xcVtk.fields.vector_field.VectorField method) setupAnalysis() (model.predefined_spaces.PredefinedSpace method) setupAxes() (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method) setupAxis() (postprocess.reports.graph_material.UniaxialMaterialDiagramGraphic method) setupDiagrams() (postprocess.utils_display.SlideDefinition method) setupElasticSection() (materials.typical_materials.DeckMaterialData method) setupElasticShear2DSection() (materials.typical_materials.BeamMaterialData method) setupElasticShear3DSection() (materials.typical_materials.BeamMaterialData method) setupFibers() (xc.FiberSectionBase method) setupForElementsAndCombinations() (postprocess.phantom_model.PhantomModel method) setupFromComponentLabels() (import_export.basic_entities.SupportRecord method) setupGlyph() (postprocess.xcVtk.fields.vector_field_data.VectorFieldData method) setupGraphic() (postprocess.reports.graph_material.InteractionDiagramGraphic method) (postprocess.reports.graph_material.UniaxialMaterialDiagramGraphic method) setupGrid() (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method) setupMapper() (postprocess.xcVtk.fields.direction_field_data.DirectionFieldData method) (postprocess.xcVtk.fields.vector_field.VectorField method) setupName() (materials.concrete_base.Concrete method) (materials.sections.material_with_DK_diagrams.MaterialWithDKDiagrams method) setupOnGrid() (postprocess.xcVtk.fields.fields.ScalarField method) setupOnMapper() (postprocess.xcVtk.fields.fields.ScalarField method) setupSet() (postprocess.xcVtk.vtk_graphic_base.RecordDefGrid method) setupSets() (materials.limit_state_checking_base.FibSectLSProperties method) setupStrghCrackDist() (materials.limit_state_checking_base.FibSectLSProperties method) setupULSControlVars() (materials.astm_aisc.ASTM_materials.ASTMShape method) (materials.awc_nds.AWCNDS_materials.WoodSection method) (materials.ec3.EC3_materials.EC3Shape method) (materials.sections.structural_steel.SteelShape method) setupVectors() (xc.Element0D method) setupWindow() (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method) setupWindowInteractor() (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method) setUri() (import_export.sciaXML.xml_basics.scxml_definition.SCXMLDefinition method) setV() (import_export.sciaXML.xml_basics.scxml_object_item.SCXMLObjectItem method) setVector() (xc.Translation method) setVerbosityLevel() (model.predefined_spaces.PredefinedSpace method) setView() (postprocess.xcVtk.vtk_graphic_base.CameraParameters method) (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method) setWebOrientation() (in module model.predefined_spaces) setWorkingDirectory() (in module postprocess.config.default_config) (postprocess.config.default_config.EnvConfig method) setXmlns() (import_export.sciaXML.project.Project method) SFreedom_Constraint (class in xc) SFreedom_ConstraintIter (class in xc) sgc (materials.sections.stress_calc.StressCalc attribute) sgc0 (materials.sections.stress_calc.StressCalc attribute) sgs (materials.sections.stress_calc.StressCalc attribute) sgsp (materials.sections.stress_calc.StressCalc attribute) shearBetweenWebAndFlangesStrength() (in module materials.ehe.EHE_limit_state_checking) shearBucklingVerificationNeeded() (materials.ec3.EC3_materials.CFCHSShape method) (materials.ec3.EC3_materials.CHSShape method) (materials.ec3.EC3_materials.EC3Shape method) (materials.ec3.EC3_materials.MicropileTubeShape method) ShearController (class in materials.aci.ACI_limit_state_checking) (class in materials.ec2.EC2_limit_state_checking) (class in materials.ec3.EC3_limit_state_checking) (class in materials.ehe.EHE_limit_state_checking) (class in materials.sia262.SIA262_limit_state_checking) ShearControllerBase (class in materials.limit_state_checking_base) shearExploitationRatioe() (in module materials.ehe.EHE_limit_state_checking) shearOK() (in module materials.ehe.EHE_limit_state_checking) ShearPlane (class in materials.aci.ACI_limit_state_checking) ShearReinforcement (class in materials.sections.fiber_section.def_simple_RC_section) shearResistanceConcretePryOut() (in module materials.eota.EOTA_TR029_limit_state_checking) shearResistanceGroupWithoutLeverArm() (in module materials.eota.EOTA_TR029_limit_state_checking) ShearResistanceLimitStateData (class in materials.ec2.EC2_limit_state_checking) (class in materials.ec3.EC3_limit_state_checking) (class in materials.ehe.EHE_limit_state_checking) ShearResistanceRCLimitStateData (class in materials.aci.ACI_limit_state_checking) (class in materials.sia262.SIA262_limit_state_checking) (class in postprocess.limit_state_data) ShearResistanceSteelLimitStateData (class in postprocess.limit_state_data) shearResistanceWithoutLeverArm() (in module materials.eota.EOTA_TR029_limit_state_checking) ShearYControlVars (class in postprocess.control_vars) ShellCrdTransf3dBase (class in xc) ShellLinearCrdTransf3d (class in xc) ShellMaterialInternalForces (class in materials.sections.internal_forces) ShellMecLoad (class in xc) ShellMITC4 (class in xc) ShellMITC4Base (class in xc) shellStrainComponents (model.predefined_spaces.StructuralMechanics3D attribute) ShellStrainLoad (class in xc) shellStressComponents (model.predefined_spaces.StructuralMechanics3D attribute) ShellUniformLoad (class in xc) show() (postprocess.reports.graph_material.InteractionDiagram3DGraphic method) (postprocess.reports.graph_material.MPLGraphic method) (postprocess.reports.graph_material.UniaxialMaterialDiagramGraphic method) show_inches() (in module misc_utils.units_utils) SHSShape (class in materials.ec3.EC3_materials) (class in materials.sections.structural_shapes.arcelor_metric_shapes) ShVy (class in postprocess.control_vars) SIADoubleRebarFamily (class in materials.sia262.SIA262_limit_state_checking) SIAFamNBars (class in materials.sia262.SIA262_limit_state_checking) SIARebarFamily (class in materials.sia262.SIA262_limit_state_checking) SIATypeRCShearControlVars (class in postprocess.control_vars) side (actions.wind.base_wind.windSurfaceOrientation attribute) side_line() (in module rough_calculations.predim_diaphragm_wall) sigma_concr_tendon_lev() (in module rough_calculations.ng_prestressed_concrete) sigmac() (materials.concrete_base.Concrete method) sigmaDReinfSteel() (in module materials.concrete_base) sigmaKReinfSteel() (in module materials.concrete_base) sigmaPR() (materials.concrete_base.Concrete method) sigmas() (in module materials.concrete_base) signedDist() (geom.Plane3d method) signedDist2() (geom.Plane3d method) simple_static_linear() (in module solution.predefined_solutions) simple_static_linear_mumps() (in module solution.predefined_solutions) simple_static_linear_umf() (in module solution.predefined_solutions) SimpleBeam (class in rough_calculations.ng_simple_beam) SimpleLagrangeStaticLinear (class in solution.predefined_solutions) SimpleLShape (class in materials.astm_aisc.ASTM_materials) (class in materials.sections.structural_shapes.aisc_metric_shapes) SimpleNewtonRaphsonDisplacementControl (class in solution.predefined_solutions) SimpleStaticLinear (class in solution.predefined_solutions) SimpleStaticLinearMUMPS (class in solution.predefined_solutions) SimpleStaticLinearUMF (class in solution.predefined_solutions) SimpleTransformationStaticLinear (class in solution.predefined_solutions) simplify() (xc.InteractionDiagram2d method) simplLCReports() (postprocess.reports.graphical_reports.LoadCaseDispParameters method) simulaCargasXYFromTable() (in module misc.shell_testing_bench) simulaShellElemFromTable() (in module misc.shell_testing_bench) SimulatedRandomProcessSeries (class in xc) simulateLoadsInShellSections() (in module misc.shell_testing_bench) SingleBar (class in xc) SituationCombs (class in actions.combinations) SituationsSet (class in actions.combinations) size (xc.dq_line_ptrs property) (xc.dq_ptrs_constraint property) (xc.dq_ptrs_element property) (xc.dq_ptrs_node property) (xc.lstBodies property) (xc.lstPnts property) size() (geom.FunctionGraph1D method) (geom.mt_pos2d method) (xc.Vector method) Sk() (in module actions.snow.SIA_snow) skinFootingIndex (rough_calculations.ng_retaining_wall.FootingReinforcement attribute) SlideDefinition (class in postprocess.utils_display) SlidingVectorLoad (class in actions.loads) slopePointsRange() (model.geometry.grid_model.GridModel method) slopePointsXYZrange() (model.geometry.grid_model.GridModel method) slopeRegresLineFixedPoint() (materials.concrete_base.paramTensStiffness method) SLS_LimitStateData (class in postprocess.limit_state_data) SLSCombinations (class in actions.combinations) slugify() (in module misc_utils.data_struct_utils) SmallDispCrdTransf2d (class in xc) SmallDispCrdTransf3d (class in xc) snap() (in module geom_utils.acad_script_utils) SoilModel (class in geotechnics.earth_pressure) solicitationType() (in module materials.sections.section_properties) solicitationTypeString() (in module materials.sections.section_properties) SolidMech2D (class in xc) SolidMechanics1D (class in model.predefined_spaces) SolidMechanics2D (class in model.predefined_spaces) SolidMechanics3D (class in model.predefined_spaces) soluControlSetup() (solution.predefined_solutions.LinearBucklingAnalysis method) (solution.predefined_solutions.SolutionProcedure method) solution.database_helper module solution.predefined_solutions module SolutionAlgorithm (class in xc) solutionAlgorithmSetup() (solution.predefined_solutions.SolutionProcedure method) SolutionProcedure (class in solution.predefined_solutions) solve() (materials.sections.stress_calc.StressCalc method) (postprocess.xcVtk.FE_model.quick_graphics.LoadCaseResults method) (solution.predefined_solutions.LinearBucklingAnalysis method) (solution.predefined_solutions.NewmarkBase method) (solution.predefined_solutions.SolutionProcedure method) (solution.predefined_solutions.TRBDF2Base method) (solution.predefined_solutions.TRBDF3Base method) solveComb() (solution.database_helper.DatabaseHelperSolve method) (solution.predefined_solutions.SolutionProcedure method) solveCombEstat2ndOrderLin() (in module solution.predefined_solutions) solveLC() (postprocess.reports.graphical_reports.LoadCaseDispParameters method) Solver (class in xc) solveStaticLinearComb() (in module solution.predefined_solutions) solveStaticNoLinCase() (in module solution.predefined_solutions) sort_human() (in module misc_utils.data_struct_utils) sort_two_parallel_lists() (in module misc_utils.data_struct_utils) SouthernPineWood (class in materials.awc_nds.dimensional_lumber) spaceDimension (import_export.neutral_mesh_description.MEDMeshData attribute) span() (model.geometry.truss_generators.TrussGeometry method) SpectraLinearBucklingAnalysis (class in solution.predefined_solutions) spectrum (xc.ModalAnalysis property) SphericalDome (class in rough_calculations.vaults_rough_calc) splitActionFiles() (in module misc.import_Ansys_beam_intforces) splitExpr() (actions.combinations.CombinationRecord method) Spot (class in xc) Spring (class in xc) spring_bound_cond_anydir() (in module model.boundary_cond.spring_bound_cond) SpringBC (class in model.boundary_cond.spring_bound_cond) SprucePineFirWood (class in materials.awc_nds.dimensional_lumber) SQLiteDatastore (class in xc) SquarePlateWasher (class in materials.astm_aisc.ASTM_materials) staggeredPatternType1() (in module actions.utils.staggered_patterns) staggeredPatternType2() (in module actions.utils.staggered_patterns) StairCaseFunction (class in misc_utils.staircase_function) StandardEigenAlgo (class in xc) standardHoleDia (materials.astm_aisc.ASTM_materials.BoltFastener attribute) startTime (xc.PathSeries property) StaticAnalysis (class in xc) StaticIntegrator (class in xc) Steel01 (class in xc) Steel02 (class in xc) SteelBase0103 (class in xc) SteelBaseMaterial (class in xc) SteelBucklingControlVars (class in postprocess.control_vars) SteelShape (class in materials.sections.structural_steel) SteelShapeBiaxialBendingControlVars (class in postprocess.control_vars) SteelSIAProperties (class in import_export.sciaXML.material_properties) Steiner() (materials.sections.section_properties.SectionProperties method) SteinerJ() (materials.sections.section_properties.SectionProperties method) SteinerY() (materials.sections.section_properties.SectionProperties method) SteinerZ() (materials.sections.section_properties.SectionProperties method) StemReinforcement (class in rough_calculations.ng_retaining_wall) StraightReinfLayer (class in xc) StrainGradientThermalLoadOnShells (class in actions.loads) strainLoad() (xc.Element1D method) StrainLoadOnBeams (class in actions.loads) StrainLoadOnShells (class in actions.loads) StrainLoadOnTrusses (class in actions.loads) strains (xc.DeformationPlane property) straintensor (class in xc) StrainUnitless (class in postprocess.output_units) StrandController (class in materials.ehe.EHE_limit_state_checking) strElementProp() (postprocess.control_vars.ControlVarsBase method) StressCalc (class in materials.sections.stress_calc) stressLimits() (in module materials.sia262.SIA262_materials) stresstensor (class in xc) string_el_max_axial_force() (in module postprocess.limit_state_data) StripLoadOnBackfill (class in actions.earth_pressure.earth_pressure) strongColor (postprocess.xcVtk.fields.local_axes_vector_field.StrongWeakAxisVectorField attribute) StrongWeakAxisVectorField (class in postprocess.xcVtk.fields.local_axes_vector_field) StructuralMechanics (class in model.predefined_spaces) StructuralMechanics2D (class in model.predefined_spaces) StructuralMechanics3D (class in model.predefined_spaces) stud_fb_size_factor_interp (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) stud_fb_size_factor_x (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) stud_fb_size_factor_y (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) stud_fc_size_factor_interp (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) stud_fc_size_factor_x (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) stud_fc_size_factor_y (materials.awc_nds.dimensional_lumber.DimensionLumberWood attribute) sub() (geom.FunctionGraph1D method) submergedGamma() (geotechnics.earth_pressure.SoilModel method) (geotechnics.frictional_soil.FrictionalSoil method) subplot() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) substract() (xc.SetMeshComp method) subtract() (xc.LoadCombination method) sumElementalUniformLoads() (postprocess.xcVtk.diagrams.linear_load_diagram.LinearLoadDiagram method) (postprocess.xcVtk.fields.load_vector_field.LoadVectorField method) sumNodalLoads() (postprocess.xcVtk.fields.load_vector_field.LoadVectorField method) sUnits (postprocess.figure_collection.FigsCollectionPlotter attribute) SupportRecord (class in import_export.basic_entities) Surface2d (class in geom) Surface3d (class in geom) SurfaceLoadRecord (class in import_export.neutral_load_description) SurfacePressureFreeComponent (class in import_export.sciaXML.scia_loads.surface_pressure_free_container) SurfacePressureFreeContainer (class in import_export.sciaXML.scia_loads.surface_pressure_free_container) SurfacePressureFreeProperties (class in import_export.sciaXML.scia_loads.surface_pressure_free_properties) surfaces (xc.Set property) SurfacesLocalAxesVectorField (class in postprocess.xcVtk.fields.local_axes_vector_field) SurfSetToMesh (class in model.mesh.finit_el_model) SuspensionBridgeRoughModel (class in rough_calculations.suspension_bridge_simple_model) swap() (geom.Ray3d method) (materials.sections.stress_calc.StressCalc method) swFill (rough_calculations.masonry_vault.FillingCharacteristics attribute) swSupStr (rough_calculations.masonry_vault.FillingCharacteristics attribute) SXMLBase (class in import_export.sciaXML.sXML_base) SXMLBlockTopology (class in import_export.sciaXML.sXML_block_topology) SXMLMesh (class in import_export.sciaXML.sXML_mesh) SymArpackSOE (class in xc) SymArpackSolver (class in xc) SymBandEigenSOE (class in xc) SymBandEigenSolver (class in xc) sysOfEqnSetup() (solution.predefined_solutions.SolutionProcedure method) SystemOfEqn (class in xc)

T

t (import_export.sciaXML.xml_basics.scxml_base.SCXMLBase attribute) (xc.ParticlePos3d property) t() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HFSHSShape method) (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.CHSShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.RHSShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.SHSShape method) T2Vector (class in xc) t_pos3d (class in geom) tabJ3_4M (materials.astm_aisc.ASTM_materials.BoltFastener attribute) TableClsId (import_export.sciaXML.material_properties.ConcreteSIAProperties attribute) (import_export.sciaXML.material_properties.GenericMaterialProperties attribute) (import_export.sciaXML.material_properties.SteelSIAProperties attribute) tableCompress() (postprocess.reports.report_material.ConcreteReport method) tableDef (import_export.sciaXML.node_properties.NodeProperties attribute) TableId (import_export.sciaXML.material_properties.ConcreteSIAProperties attribute) (import_export.sciaXML.material_properties.GenericMaterialProperties attribute) (import_export.sciaXML.material_properties.SteelSIAProperties attribute) TableProgId (import_export.sciaXML.material_properties.ConcreteSIAProperties attribute) (import_export.sciaXML.material_properties.GenericMaterialProperties attribute) (import_export.sciaXML.material_properties.SteelSIAProperties attribute) tableProp (import_export.sciaXML.ep_plane_properties.EPPlaneProperties attribute) (import_export.sciaXML.node_support_properties.NodeSupportProperties attribute) (import_export.sciaXML.scia_loads.element_load_properties.ElementLoadProperties attribute) (import_export.sciaXML.scia_loads.load_comb_properties.LoadCombProperties attribute) (import_export.sciaXML.scia_loads.load_group_properties.LoadGroupProperties attribute) (import_export.sciaXML.scia_loads.node_load_properties.NodeLoadProperties attribute) tableTens() (postprocess.reports.report_material.ConcreteReport method) tableTensStiff() (postprocess.reports.report_material.ConcreteReport method) tagPrevia (solution.database_helper.DatabaseHelperSolve attribute) TakePhotos (class in postprocess.utils_display) tangc() (materials.concrete_base.Concrete method) tangFlag (xc.IncrementalIntegrator property) taucd() (materials.ehe.EHE_materials.EHEConcrete method) (materials.sia262.SIA262_materials.ConcreteSIA262 method) Tb() (in module actions.quake.seismeSIA) Tc() (in module actions.quake.seismeSIA) Td() (in module actions.quake.seismeSIA) teflonMuTable (materials.bridge_bearings.PTFEPotBearingMat attribute) tensegrityPrism (class in model.geometry.tensegrity) tensileBendingOK() (materials.concrete_base.ReinforcedConcreteLimitStrains method) TensionedRebarsBasicProperties (class in materials.limit_state_checking_base) tensionedRebarsFiberSetName (materials.limit_state_checking_base.LimitStateControllerBase attribute) TensionedRebarsProperties (class in materials.limit_state_checking_base) tensionFibers (materials.sections.fiber_section.fiber_sets.RCSets attribute) tensionStiffparam (materials.concrete_base.Concrete attribute) testReinfSteelCharacteristicDiagram() (in module materials.concrete_base) testReinfSteelDesignDiagram() (in module materials.concrete_base) text() (in module geom_utils.acad_script_utils) textScale (geom_utils.longitudinal_profile.LongProfile attribute) texWrite() (materials.sections.fiber_section.section_report.MainReinforcementLayer method) tf() (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.UShape method) theta_values() (in module geotechnics.mononobe_okabe) thickness (xc.QuadBase4N_Mech2D property) (xc.SolidMech2D property) threads_per_inch (materials.astm_aisc.ASTM_materials.AnchorBolt attribute) TiedArchBridgeRoughModel (class in rough_calculations.tied_arch_simple_model) TieReinforcementRatios (class in materials.ehe.EHE_limit_state_checking) timeIncr (xc.PathSeries property) TimeSeries (class in xc) timeSeries (xc.LoadPattern property) TimeSeriesIntegrator (class in xc) tInic() (materials.concrete_base.CEB_EHE_PrestressingSteel method) title (geom_utils.longitudinal_profile.LongProfile attribute) (postprocess.reports.list_displacements.RecordListadoDesplazamientos attribute) titulo (postprocess.reports.list_reactions.ReactionsListRecord attribute) TJIDummyWood (class in materials.awc_nds.AWCNDS_materials) TJIJoistSection (class in materials.awc_nds.AWCNDS_materials) tl (rough_calculations.masonry_vault.trafficLoadResult attribute) to_2d() (geom.D2to3d method) to_3d() (geom.D2to3d method) to_file() (in module misc_utils.log_messages) to_unicode() (in module misc_utils.data_struct_utils) topFootingIndex (rough_calculations.ng_retaining_wall.FootingReinforcement attribute) topSkinIndex (rough_calculations.ng_retaining_wall.StemReinforcement attribute) topStemIndex (rough_calculations.ng_retaining_wall.StemReinforcement attribute)

TorqueVectorField (class in postprocess.xcVtk.fields.load_vector_field) TorsionController (class in materials.ehe.EHE_limit_state_checking) TorsionParameters (class in materials.ehe.EHE_limit_state_checking) TorsionReinforcement (class in materials.sections.fiber_section.def_simple_RC_section) TorsionResistanceLimitStateData (class in materials.ehe.EHE_limit_state_checking) TorsionResistanceRCLimitStateData (class in postprocess.limit_state_data) toString() (import_export.sciaXML.project.Project method) totalMass (xc.Domain property) (xc.DqPtrsElem property) (xc.DqPtrsNode property) (xc.Mesh property) (xc.SetMeshComp property) totAs() (materials.sections.stress_calc.StressCalc method) totIs() (materials.sections.stress_calc.StressCalc method) trace (rough_calculations.ng_prestressed_concrete.prestressingWire attribute) trafficLoad (class in rough_calculations.masonry_vault) trafficLoadResult (class in rough_calculations.masonry_vault) trainAccelerationLoad123() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] trainBrakingLoad123() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] trainBrakingLoad456() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] trainCentrifugalForce() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] trainDerailmentModel1() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] trainDerailmentModel2() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] transferReinforcementToFEModel() (rough_calculations.ng_retaining_wall.RetainingWall method) Transform() (geom.MatrixPos2d method) transform() (materials.sections.internal_forces.ShellMaterialInternalForces method) transform_internal_forces() (in module materials.sections.internal_forces) transform_to_local_coordinates() (in module postprocess.extrapolate_elem_attr) transformation_newton_line_search_mumps() (in module solution.predefined_solutions) TransformationConstraintHandler (class in xc) TransformationNewmarkNewtonRaphson (class in solution.predefined_solutions) TransformationNewtonLineSearch (class in solution.predefined_solutions) TransformationNewtonLineSearchBase (class in solution.predefined_solutions) TransformationNewtonLineSearchMUMPS (class in solution.predefined_solutions) TransformationNewtonLineSearchUMF (class in solution.predefined_solutions) TransformationNewtonRaphsonBandGen (class in solution.predefined_solutions) TransformationTRBDF2NewtonRaphson (class in solution.predefined_solutions) TransformationTRBDF3NewtonRaphson (class in solution.predefined_solutions) TransformParams (class in geom_utils.aux_cairo_plot) transforms() (xc.SetMeshComp method) TransientAnalysis (class in xc) TransientIntegrator (class in xc) translat() (in module model.sets.sets_mng) Translation (class in xc) Translation3d (class in geom) TrapezoidalTimeSeriesIntegrator (class in xc) TRBDF2Base (class in solution.predefined_solutions) TRBDF3Base (class in solution.predefined_solutions) Trf (class in geom) (geom.ref_CooSysRect1d2d property) (geom.ref_CooSysRect1d3d property) (geom.ref_CooSysRect2d2d property) (geom.ref_CooSysRect2d3d property) (geom.ref_CooSysRect3d3d property) Trf2d (class in geom) Trf3d (class in geom) TrfGeom (class in xc) Tri31 (class in xc) TriangCell (class in xc) Triangle3d (class in geom) TriangleSeries (class in xc) TriBase3N_Mech2D (class in xc) TrigSeries (class in xc) Truss (class in xc) TrussBase (class in model.geometry.truss_generators) (class in xc) TrussGeometry (class in model.geometry.truss_generators) TrussSection (class in xc) TrussStrainLoad (class in xc) TSection (class in materials.sections.section_properties) ttz_pos3d (class in geom) tw() (materials.sections.structural_shapes.aisc_metric_shapes.HFSHSShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.RHSShape method) (materials.sections.structural_shapes.arcelor_metric_shapes.SHSShape method) (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.UShape method) TwoPileCap (class in rough_calculations.ng_pile_cap), [1] typeAggregate (materials.ec2.EC2_materials.EC2Concrete attribute)

U

u() (materials.ehe.EHE_limit_state_checking.TorsionParameters method) UBShape (class in materials.ec3.EC3_materials) (class in materials.sections.structural_shapes.arcelor_metric_shapes) UCShape (class in materials.ec3.EC3_materials) (class in materials.sections.structural_shapes.arcelor_metric_shapes) ue() (materials.ehe.EHE_limit_state_checking.TorsionParameters method) ULS_LimitStateData (class in postprocess.limit_state_data) ULSCombinations (class in actions.combinations) ultimateLoad() (in module materials.eae.EAE_limit_state_checking) ultimateLoad1() (in module materials.eae.EAE_limit_state_checking) ultimateLoad2() (in module materials.eae.EAE_limit_state_checking) ultimateLoad3() (in module materials.eae.EAE_limit_state_checking) ultimateLoadBead1() (in module materials.eae.EAE_limit_state_checking) ultimateLoadBead2() (in module materials.eae.EAE_limit_state_checking) ultimateLoadBead3() (in module materials.eae.EAE_limit_state_checking) ultimateLoadRig() (in module materials.eae.EAE_limit_state_checking) UniaxialBendingControlVars (class in postprocess.control_vars) UniaxialBendingNormalStressController (class in materials.aci.ACI_limit_state_checking) (class in materials.ec2.EC2_limit_state_checking) (class in materials.ehe.EHE_limit_state_checking) (class in materials.sia262.SIA262_limit_state_checking) UniaxialBendingNormalStressControllerBase (class in materials.limit_state_checking_base) UniaxialBucklingController (class in materials.ehe.EHE_limit_state_checking) UniaxialFiber (class in xc) UniaxialFiber2d (class in xc) UniaxialFiber3d (class in xc) UniaxialHistoryVars (class in xc) UniaxialMaterial (class in xc) UniaxialMaterialDiagramGraphic (class in postprocess.reports.graph_material) UniaxialMatPhysicalProperties (class in xc) UniaxialStateVars (class in xc) UnifLoadSurfNodesDistributed (class in actions.loads) UniformExcitation (class in xc) UniformGrid (class in xc) uniformLoadList() (in module postprocess.reports.list_loads) UniformLoadOnBackfill (class in actions.earth_pressure.earth_pressure) UniformLoadOnBeams (class in actions.loads) UniformLoadOnLines (class in actions.loads) UniformLoadOnStem (class in actions.earth_pressure.earth_pressure) UniformLoadOnSurfaces (class in actions.loads) UniformLoadOnTrusses (class in actions.loads)

UniformPressureOnBackfill (class in actions.earth_pressure.earth_pressure) unifStrain (class in actions.imposed_strain.imp_strain) unifThermalStrain (class in actions.imposed_strain.imp_strain) UnitDefinitionPair (class in postprocess.output_units) update() (actions.earth_pressure.earth_pressure.IskanderPressureDistribution method) (actions.earth_pressure.earth_pressure.MononobeOkabePressureDistribution method) (geom.BND2d method) (geom.BND3d method) (geom_utils.longitudinal_profile.LongProfile method) (rough_calculations.ng_retaining_wall.Envelope method) (xc.ShellCrdTransf3dBase method) update_envelope_internal_forces_beam_elem_2d() (in module postprocess.def_vars_control) update_envelope_internal_forces_beam_elem_3d() (in module postprocess.def_vars_control) update_envelope_internal_forces_truss() (in module postprocess.def_vars_control) update_reactions_envelope() (in module postprocess.def_vars_control) updateDiagramActor() (postprocess.xcVtk.fields.vtk_lut_field.LUTField method) updateEfficiency() (materials.ec2.EC2_limit_state_checking.Ec2InPlaneStressController method) (materials.ec3.EC3_limit_state_checking.BiaxialBendingNormalStressController method) (materials.ec3.EC3_limit_state_checking.ShearController method) (materials.limit_state_checking_base.LimitStateControllerBase method) updateEfficiencyForSet() (materials.limit_state_checking_base.LimitStateControllerBase method) updateLateralBucklingReductionFactor() (materials.ec3.EC3_limit_state_checking.Member method) updateLoadDurationFactor() (materials.awc_nds.AWCNDS_materials.CustomLumberSection method) (materials.awc_nds.AWCNDS_materials.WoodSection method) updateLookUpTable() (postprocess.xcVtk.fields.vtk_lut_field.LUTField method) updateMinMax() (postprocess.xcVtk.fields.vtk_lut_field.LUTField method) updateMinMaxWithinRange() (postprocess.xcVtk.fields.vtk_lut_field.LUTField method) updateQuantities() (materials.sections.structural_steel.IShape method) updateReductionFactors() (materials.ec3.EC3_limit_state_checking.Member method) updateResults() (materials.ehe.EHE_limit_state_checking.BucklingParametersLimitStateData method) (postprocess.limit_state_data.BucklingParametersLimitStateData method) (postprocess.limit_state_data.LimitStateData method) UPNShape (class in materials.ec3.EC3_materials) (class in materials.sections.structural_shapes.arcelor_metric_shapes) upperLeft (postprocess.xcVtk.screen_annotation.ScreenAnnotation attribute) upperRight (postprocess.xcVtk.screen_annotation.ScreenAnnotation attribute) upwards() (geom.Ray3d method) uri (import_export.sciaXML.xml_basics.scxml_definition.SCXMLDefinition attribute) useAlgorithm() (xc.DOFNumberer method) useGmsh (xc.Set property) useLast (xc.PathSeriesBase property) UShape (class in materials.sections.structural_steel)

V

v2table (materials.bridge_bearings.ElastomericBearing attribute) v3table (materials.bridge_bearings.ElastomericBearing attribute) v4table (materials.bridge_bearings.ElastomericBearing attribute) V_max() (in module materials.aci.ACI_limit_state_checking) v_pos3d (class in geom) VariableTimeStepDirectIntegrationAnalysis (class in xc) VcNoShearRebars() (in module materials.aci.ACI_limit_state_checking) VdMax() (rough_calculations.ng_retaining_wall.InternalForces method) VdMaxEncastrement() (rough_calculations.ng_retaining_wall.InternalForces method) VdMaxMidStem() (rough_calculations.ng_retaining_wall.InternalForces method) VdMin() (rough_calculations.ng_retaining_wall.InternalForces method) VdMinMidStem() (rough_calculations.ng_retaining_wall.InternalForces method) VdSoldAlma() (in module materials.eae.EAE_limit_state_checking) Vector (class in xc) Vector2d (class in geom) vector2dPartialUniformLoadGlobal() (xc.Element1D method) vector2dPartialUniformLoadLocal() (xc.Element1D method) vector2dPointByRelDistLoadGlobal() (xc.Element1D method) vector2dPointByRelDistLoadLocal() (xc.Element1D method) vector2dPointLoadGlobal() (xc.DqPtrsElem method) (xc.Element1D method) vector2dPointLoadLocal() (xc.DqPtrsElem method) (xc.Element1D method) vector2dUniformLoadGlobal() (xc.Element1D method) vector2dUniformLoadLocal() (xc.Element1D method) Vector3d (class in geom) vector3dPointByRelDistLoadGlobal() (xc.Element1D method) vector3dPointByRelDistLoadLocal() (xc.Element1D method) vector3dPointLoadGlobal() (xc.DqPtrsElem method) (xc.Element1D method) vector3dPointLoadLocal() (xc.DqPtrsElem method) (xc.Element1D method) vector3dUniformLoadGlobal() (xc.Element1D method) vector3dUniformLoadLocal() (xc.Element1D method) vector_mp_elements (class in xc)

vector_mp_nodes (class in xc) vector_ptr_reinf_bar (class in xc) VectorField (class in postprocess.xcVtk.fields.vector_field) VectorFieldData (class in postprocess.xcVtk.fields.vector_field_data) vectorReacUVW() (in module postprocess.quick_inquiry.nodal_reactions) VectorReinfBar (class in xc) vectorToNumpyArray() (in module misc.matrix_utils) vel (xc.MotionHistory property) verif() (materials.sections.stress_calc.StressCalc method) VerifOutVars (class in postprocess.limit_state_data) vertical_stress_increment_under_rectangular_loaded_area() (in module geotechnics.settlement) vertScale (geom_utils.longitudinal_profile.LongProfile attribute) ViscousMaterial (class in xc) volume (geom.BND2d property) (geom.BND3d property) VonMisesControlVars (class in postprocess.control_vars) VonMisesStressLimitStateData (class in postprocess.limit_state_data) vQtrans() (in module rough_calculations.masonry_vault) VRkC0Expr58() (in module materials.eota.EOTA_TR029_limit_state_checking) vtk_define_cells_actor() (in module postprocess.xcVtk.CAD_model.cad_mesh) vtk_define_kpoint_actor() (in module postprocess.xcVtk.CAD_model.cad_mesh) vtk_load_mesh_data() (in module postprocess.xcVtk.CAD_model.cad_mesh) VtkCargaIdsCells() (in module postprocess.xcVtk.CAD_model.cad_mesh) VtkCargaIdsKPts() (in module postprocess.xcVtk.CAD_model.cad_mesh) VtkCreaStrArraySetData() (in module postprocess.xcVtk.CAD_model.create_array_set_data) VtkDibujaIdsCells() (in module postprocess.xcVtk.CAD_model.cad_mesh) VtkDibujaIdsKPts() (in module postprocess.xcVtk.CAD_model.cad_mesh) VtkDisplayIdsElements() (in module postprocess.xcVtk.FE_model.vtk_FE_graphic) VtkDisplayIdsNodes() (in module postprocess.xcVtk.FE_model.vtk_FE_graphic) VtkLoadIdsNodes() (in module postprocess.xcVtk.FE_model.vtk_FE_graphic) Vu() (materials.sia262.SIA262_limit_state_checking.ShearController method) VuNoShearRebars() (in module materials.sia262.SIA262_limit_state_checking) VuNoShearRebarsSIA262() (in module materials.sia262.SIA262_limit_state_checking) VuShearRebars90SIA262() (in module materials.sia262.SIA262_limit_state_checking) VuWithShearRebarsSIA262() (in module materials.sia262.SIA262_limit_state_checking)

W

WallSLSResults (class in rough_calculations.ng_retaining_wall) WallStabilityResults (class in rough_calculations.ng_retaining_wall) WallULSResults (class in rough_calculations.ng_retaining_wall) warning() (in module misc_utils.log_messages) WarrenTruss (class in model.geometry.truss_generators) weakColor (postprocess.xcVtk.fields.local_axes_vector_field.StrongWeakAxisVectorField attribute) webLocalBucklingCheck() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method) WeightDistrEmbankment (class in actions.earth_pressure.earth_pressure) width (geom.BND2d property) (geom.BND3d property) widthMax() (in module materials.eae.EAE_limit_state_checking) widthToThicknessFlange() (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.UShape method) widthToThicknessHorzInt() (materials.sections.structural_steel.QHShape method) widthToThicknessWeb() (materials.sections.structural_steel.IShape method) (materials.sections.structural_steel.QHShape method) (materials.sections.structural_steel.UShape method) WilsonTheta (class in xc) WindLoadOnBeams (class in actions.loads) WindLoadOnShells (class in actions.loads) WindLoadOnTrusses (class in actions.loads) windParams (class in actions.wind.base_wind) windSurfaceOrientation (class in actions.wind.base_wind) windward (actions.wind.base_wind.windSurfaceOrientation attribute) Wood (class in materials.awc_nds.AWCNDS_materials) WoodPanelSection (class in materials.awc_nds.AWCNDS_materials) WoodRectangularSection (class in materials.awc_nds.AWCNDS_materials) WoodScrew (class in materials.awc_nds.dowel_type_fasteners) WoodSection (class in materials.awc_nds.AWCNDS_materials) write() (postprocess.reports.list_reactions.ReactionsListRecord method) write_control_vars_from_elements() (in module postprocess.control_vars) write_control_vars_from_elements_for_ansys() (in module postprocess.control_vars) write_control_vars_from_phantom_elements() (in module postprocess.control_vars) write_dxf() (in module materials.sections.fiber_section.def_simple_RC_section) write_loads_mode() (in module actions.quake.write_loads_mode) writeAcadScripts() (in module geom_utils.surveying_data) writeAnalysisResults() (postprocess.limit_state_data.BucklingParametersLimitStateData method) (postprocess.limit_state_data.LimitStateData method) writeData() (actions.railway_traffic.SIA_rail_load_models.LoadModel method), [1] writeDef() (materials.aci.ACI_limit_state_checking.ACIFamNBars method) (materials.sections.rebar_family.DoubleRebarFamily method) (materials.sections.rebar_family.FamNBars method) (materials.sections.rebar_family.RebarFamily method) (materials.sia262.SIA262_limit_state_checking.SIAFamNBars method) (rough_calculations.ng_retaining_wall.RetainingWall method) writeDisplacements() (postprocess.limit_state_data.LimitStateData method) writeDisplacementsLegacy() (postprocess.limit_state_data.LimitStateData method) writeDxf() (import_export.block_topology_entities.BlockData method) (import_export.block_topology_entities.BlockDict method) (import_export.mesh_entities.CellDict method) (import_export.mesh_entities.CellRecord method) (import_export.mesh_entities.MeshData method) (import_export.mesh_entities.NodeDict method) (import_export.mesh_entities.NodeRecord method) writeDXF() (materials.sections.fiber_section.def_simple_RC_section.RCSectionBase method) writeDxfFile() (import_export.block_topology_entities.BlockData method) (import_export.mesh_entities.MeshData method) (import_export.neutral_mesh_description.GroupRecord method) (import_export.neutral_mesh_description.XCImportExportData method)

writeF() (in module materials.sections.rebar_family) writeGeometry() (model.geometry.retaining_wall_geometry.CantileverRetainingWallGeometry method) writeGraphic() (rough_calculations.ng_retaining_wall.InternalForces method) writeInternalForces() (postprocess.limit_state_data.LimitStateData method) writeJSON() (actions.combinations.CombContainer method) (actions.combinations.SituationCombs method) (actions.combinations.SituationsSet method) writeLoadReport() (postprocess.reports.graphical_reports.LoadCaseDispParameters method) writeMainReinforcement() (in module materials.sections.fiber_section.section_report) writeOutput() (rough_calculations.ng_retaining_wall.WallSLSResults method) (rough_calculations.ng_retaining_wall.WallStabilityResults method) writePythonScript() (actions.combinations.CombContainer method) (actions.combinations.CombinationRecord method) (actions.combinations.SituationCombs method) (actions.combinations.SLSCombinations method) (actions.combinations.ULSCombinations method) writeReactions() (postprocess.limit_state_data.LimitStateData method) writeRebars() (materials.sections.rebar_family.DoubleRebarFamily method) (materials.sections.rebar_family.RebarFamily method) writeReport() (materials.sections.fiber_section.section_report.SectionInfo method) writeResult() (rough_calculations.ng_basement_wall.BasementWall method) (rough_calculations.ng_retaining_wall.FootingReinforcement method) (rough_calculations.ng_retaining_wall.RetainingWall method) (rough_calculations.ng_retaining_wall.StemReinforcement method) writeResultCompression() (rough_calculations.ng_rc_section.RCSection method) writeResultFlexion() (rough_calculations.ng_rc_section.RCSection method) writeResultStress() (rough_calculations.ng_rc_section.RCSection method) writeResultTraction() (rough_calculations.ng_rc_section.RCSection method) writeShearReinforcement() (in module materials.sections.fiber_section.section_report) writeSimpleLoadCaseReport() (postprocess.reports.graphical_reports.LoadCaseDispParameters method) writeStrengthResults() (rough_calculations.ng_retaining_wall.RetainingWall method) writeTo() (xc.InteractionDiagram method) writeToJSON() (import_export.block_topology_entities.BlockData method) (import_export.mesh_entities.MeshData method) (import_export.neutral_mesh_description.XCImportExportData method) (postprocess.RC_material_distribution.RCMaterialDistribution method) writeToXCFile() (import_export.block_topology_entities.BlockData method) (import_export.block_topology_entities.BlockDict method) (import_export.block_topology_entities.PointDict method) (import_export.mesh_entities.CellDict method) (import_export.mesh_entities.MeshData method) (import_export.mesh_entities.NodeDict method) (import_export.neutral_mesh_description.GroupRecord method) (import_export.neutral_mesh_description.XCImportExportData method) writeXMLFile() (import_export.sciaXML.project.Project method) (import_export.sciaXML.project_properties.ProjectProperties method) (import_export.sciaXML.sXML_base.SXMLBase method) WShape (class in materials.astm_aisc.ASTM_materials) (class in materials.sections.structural_shapes.aisc_metric_shapes) Wxel() (materials.sections.section_properties.ISection method) Wyel() (materials.sections.section_properties.GenericSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.SectionProperties method) Wzel() (materials.sections.section_properties.GenericSection method) (materials.sections.section_properties.GenericSection2D method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.SectionProperties method)

X

x (materials.ehe.EHE_materials.PrestressingSteel attribute) (materials.ehe.EHE_materials.ReinforcingSteel attribute) x() (geom_utils.longitudinal_profile.GuitarString method) (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly method) x0 (rough_calculations.ng_prestressed_concrete.prestressingWire attribute) x2 (materials.bridge_bearings.ElastomericBearing attribute) x3 (materials.bridge_bearings.ElastomericBearing attribute) x4 (materials.bridge_bearings.ElastomericBearing attribute) xA (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) xAlpha (materials.sections.section_properties.RectangularSection attribute) xBeta (materials.bridge_bearings.ElastomericBearing attribute) (materials.sections.section_properties.RectangularSection attribute) xc module, [1], [2], [3], [4], [5], [6], [7], [8], [9], [10], [11], [12], [13], [14], [15], [16], [17], [18], [19], [20], [21], [22], [23], [24], [25], [26], [27], [28], [29], [30], [31], [32], [33], [34], [35], [36], [37], [38], [39], [40], [41], [42], [43], [44], [45], [46], [47], [48], [49], [50], [51], [52], [53], [54], [55], [56], [57], [58], [59], [60], [61], [62], [63], [64], [65], [66], [67], [68], [69], [70], [71], [72], [73], [74], [75], [76], [77], [78], [79], [80], [81], [82], [83], [84] xc_material_name (materials.awc_nds.AWCNDS_materials.LSL_135E attribute) (materials.awc_nds.AWCNDS_materials.LSL_155E attribute) (materials.awc_nds.AWCNDS_materials.LVL_2900Fb2E attribute)

XCImportExportData (class in import_export.neutral_mesh_description) xColor (postprocess.xcVtk.fields.local_axes_vector_field.LocalAxesVectorField attribute) xD1 (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) xD2 (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) xData (geom_utils.longitudinal_profile.GuitarString attribute) xElasticNeutralAxis() (materials.sections.stress_calc.StressCalc method) xfn (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly attribute) xI (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) xL (rough_calculations.ng_prestressed_concrete.prestressingWire attribute) xM (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) xT (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) xW (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) xx (materials.sections.stress_calc.StressCalc attribute) XYFoldingPlanes (class in geom_utils.section_by_folding_planes) XYParametrized3DPoly (class in geom_utils.XY_parametrized_3Dpoly) xyPline (geom_utils.section_by_folding_planes.XYFoldingPlanes attribute)

Y

y (rough_calculations.ng_prestressed_concrete.prestressingWire attribute) y() (geom_utils.longitudinal_profile.GuitarString method) (geom_utils.parabola.Parabola method) (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly method) Y1860S7Strand (class in materials.ehe.EHE_materials) y2 (materials.bridge_bearings.ElastomericBearing attribute) y3 (materials.bridge_bearings.ElastomericBearing attribute) y4 (materials.bridge_bearings.ElastomericBearing attribute) y400 (materials.ehe.EHE_materials.ReinforcingSteel attribute) y500 (materials.ehe.EHE_materials.ReinforcingSteel attribute) yA (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) yAlpha (materials.sections.section_properties.RectangularSection attribute) yAxis() (rough_calculations.masonry_vault.archGeometry method) yBeta (materials.bridge_bearings.ElastomericBearing attribute) (materials.sections.section_properties.RectangularSection attribute) yCenterOfMass() (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.SectionProperties method) yColor (postprocess.xcVtk.fields.local_axes_vector_field.LocalAxesVectorField attribute) yD1 (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) yD2 (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute)

yData (geom_utils.longitudinal_profile.GuitarString attribute) yfn (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly attribute) yI (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) yM (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) yMax() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.GenericSection method) (materials.sections.section_properties.GenericSection2D method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.ISection method) (materials.sections.section_properties.PolygonalSection method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) yMin() (materials.sections.section_properties.PolygonalSection method) yMN (geom_utils.longitudinal_profile.LongProfile attribute) yMX (geom_utils.longitudinal_profile.LongProfile attribute) yP() (geom_utils.parabola.Parabola method) yPP() (geom_utils.parabola.Parabola method) yT (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) yW (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute)

Z

z() (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly method) (rough_calculations.ng_prestressed_concrete.prestressingWire method) Z0IAPF() (in module actions.wind.IAPF_wind) zA (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) zCenterOfMass() (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.SectionProperties method) zColor (postprocess.xcVtk.fields.local_axes_vector_field.LocalAxesVectorField attribute) Zero() (xc.Matrix method) (xc.Vector method) zero_energy_modes() (in module solution.predefined_solutions) ZeroEnergyModes (class in solution.predefined_solutions) zeroEnergyModes() (model.predefined_spaces.PredefinedSpace method) zeroInitialStrain() (xc.UniaxialMaterial method) ZeroLength (class in xc) ZeroLengthContact (class in xc) ZeroLengthContact2D (class in xc) ZeroLengthMaterials (class in xc) ZeroLengthSection (class in xc)

zfn (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly attribute) Zg() (in module actions.wind.SIA261_wind) zHorizon (geom_utils.longitudinal_profile.LongProfile attribute) zI (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) zM (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) zMax() (materials.sections.section_properties.CircularSection method) (materials.sections.section_properties.CompoundSection method) (materials.sections.section_properties.GenericSection method) (materials.sections.section_properties.Hole method) (materials.sections.section_properties.ISection method) (materials.sections.section_properties.PolygonalSection method) (materials.sections.section_properties.RectangularHollowSection method) (materials.sections.section_properties.RectangularSection method) (materials.sections.section_properties.SectionProperties method) zMin() (materials.sections.section_properties.PolygonalSection method) ZminIAPF() (in module actions.wind.IAPF_wind) zoomExtents() (in module geom_utils.acad_script_utils) zT (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute) zW (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric attribute)