Index

A | B | C | D | E | F | G | H | I | J | K | L | M | N | O | P | Q | R | S | T | U | V | W | X | Y | Z

A

B

C

D

  • displayElementalLoads() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method)
  • displayElementPunctualLoad() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method)
  • displayElementUniformLoad() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method)
  • >>>>>>> f8d913498709cabc2c07b5cd148d8f30e04b8dd4
  • displayElementValueDiagram() (postprocess.output_handler.OutputHandler method)
  • displayFEMesh() (postprocess.output_handler.OutputHandler method)
  • displayField() (postprocess.output_handler.OutputHandler method)
  • displayFieldDirs1and2() (postprocess.output_handler.OutputHandler method)
  • displayFigures() (postprocess.utils_display.TakePhotos method)
  • displayGrid() (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method)
  • displayIntForc() (postprocess.output_handler.OutputHandler method)
  • displayIntForcDiag() (postprocess.output_handler.OutputHandler method) <<<<<<< HEAD =======
  • displayLoadOnNode() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method) >>>>>>> f8d913498709cabc2c07b5cd148d8f30e04b8dd4
  • displayLoadOnNode() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method)
  • displayLoads() (postprocess.output_handler.OutputHandler method)
  • displayLoadVectors() (postprocess.output_handler.OutputHandler method)
  • displayLocalAxes() (postprocess.output_handler.OutputHandler 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)
  • displayReactions() (postprocess.output_handler.OutputHandler method)
  • displayScalarPropertyAtNodes() (postprocess.output_handler.OutputHandler method)
  • displayScene() (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method)
  • <<<<<<< HEAD =======
  • displayScalarPropertyAtNodes() (postprocess.output_handler.OutputHandler method)
  • displayScene() (postprocess.xcVtk.vtk_graphic_base.DisplaySettings method)
  • >>>>>>> f8d913498709cabc2c07b5cd148d8f30e04b8dd4
  • 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)
  • displaySPconstraints() (postprocess.xcVtk.FE_model.vtk_FE_graphic.DisplaySettingsFE method)
  • displayStrains() (postprocess.output_handler.OutputHandler method)
  • displayStresses() (postprocess.output_handler.OutputHandler method)
  • displayStrongWeakAxis() (postprocess.output_handler.OutputHandler method)
  • dist() (in module geom_utils.surveying_data)
  • dist2HalfSpace3d() (geom.Pos3d method)
  • dist2Line2d() (geom.Pos2d method)
  • dist2Line3d() (geom.Pos3d method)
  • dist2Plane() (geom.Pos3d method)
  • dist2Pos2d() (geom.Pos2d method)
  • dist2Pos3d() (geom.Pos3d method)
  • dist2Ray2d() (geom.Pos2d method)
  • dist2Ray3d() (geom.Pos3d method)
  • dist2Segment2d() (geom.Pos2d method)
  • dist2Segment3d() (geom.Pos3d method)
  • dist2XYZ() (in module geom_utils.surveying_data)
  • distance_2points() (in module model.model_inquiry)
  • distances (materials.astm_aisc.ASTM_materials.BoltArray attribute)
  • distHalfSpace3d() (geom.Pos3d method)
  • distLine2d() (geom.Pos2d method)
  • distLine3d() (geom.Pos3d method)
  • distPlane() (geom.Pos3d method)
  • distPos2d() (geom.Pos2d method)
  • distPos3d() (geom.Pos3d method)
  • distRay2d() (geom.Pos2d method)
  • distRay3d() (geom.Pos3d method)
  • distrParam() (actions.loads.PointLoadOverShellElems method)
  • distSegment2d() (geom.Pos2d method)
  • distSegment3d() (geom.Pos3d method)
  • distSpots() (xc.GeomSection method)
  • distXYToPline() (in module geom_utils.surveying_data)
  • divide() (xc.LoadCombination method)
  • dLambda1 (xc.LoadControl attribute)
  • dof (xc.DisplacementControl attribute)
  • DOFNumberer (class in xc)
  • Domain (class in xc)
  • DomainComponent (class in xc)
  • DomainDecompAlgo (class in xc)
  • DomainRecorderBase (class in xc)
  • dot() (geom.Vector2d 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)
  • dq() (geotechnics.frictional_cohesional_soil.FrictionalCohesionalSoil 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)
  • dqFields (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)
  • drawSchema() (rough_calculations.ng_retaining_wall.FootingReinforcement method)
  • drawVtkSymb() (in module vtk_utils.utils_vtk)
  • dU1 (xc.DisplacementControl attribute)
  • dump() (postprocess.RC_material_distribution.RCMaterialDistribution method)
  • dumpCombinations() (actions.combinations.CombContainer method)
  • dumpElementalLoads() (postprocess.xcVtk.diagrams.linear_load_diagram.LinearLoadDiagram method)
  • dumpElementalPositions() (postprocess.xcVtk.fields.load_vector_field.LoadVectorField method)
  • dumpLoadPattern() (import_export.sciaXML.scia_loads.load_container.LoadContainerBase method)
  • dumpLoads() (postprocess.xcVtk.diagrams.linear_load_diagram.LinearLoadDiagram 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)
  • dumpPointLoads() (import_export.sciaXML.scia_loads.load_container.FreeLoadContainer method)
  • dumpSurfaceLoads() (import_export.sciaXML.scia_loads.load_container.FreeLoadContainer method)
  • dumpVectors() (postprocess.xcVtk.fields.load_vector_field.LoadVectorField method)
  • DXFImport (class in import_export.dxf_reader)
  • dynamicFactor() (in module actions.railway_trafic.SIA_rail_load_models), [1]
  • DynamicsUnits (class in postprocess.output_units)
  • E

    F

    G

  • getLambdaR() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method)
  • getLambdaRFlange() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method)
  • >>>>>>> f8d913498709cabc2c07b5cd148d8f30e04b8dd4
  • getLambdaSqrtFck() (materials.aci.ACI_materials.ACIConcrete method)
  • getLastCalculationTime() (postprocess.limit_state_data.LimitStateData method)
  • getLastNode() (in module model.geometry.geom_utils)
  • getLatCover() (materials.sections.fiber_section.def_simple_RC_section.LongReinfLayers 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)
  • getLateralBucklingIntermediateFactor() (in module materials.ec3.EC3_limit_state_checking)
  • getLateralBucklingNonDimensionalBeamSlenderness() (in module materials.ec3.EC3_limit_state_checking)
  • getLateralBucklingReductionFactor() (in module materials.ec3.EC3_limit_state_checking)
  • getLateralPressure() (rough_calculations.ng_earth_pressure.KreyEarthPressurUnderConcentratedLoad method)
  • getLateralTorsionalBucklingCurve() (in module materials.ec3.EC3_limit_state_checking)
  • getLateralTorsionalBucklingLimit() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method) <<<<<<< HEAD
  • getLateralTorsionalBucklingModificationFactor() (materials.astm_aisc.ASTM_materials.BendingState method)
  • getNominalShearStrength() (materials.aci.ACI_limit_state_checking.ShearPlane method)
  • getNominalShearStrengthWithoutTensionFieldAction() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method)
  • getNominalShearStrengthWithoutTensionFieldAction() (materials.sections.structural_shapes.aisc_metric_shapes.CShape method)
  • getNominalSteelStrengthTension() (materials.aci.ACI_limit_state_checking.AnchorBolt method)
  • getNominalTensileStrength() (materials.astm_aisc.ASTM_materials.AnchorBolt method)
  • getNominalVerticalLoadCapacity() (materials.aci.ACI_limit_state_checking.Corbel method)
  • getNormal() (geom.Plane3d method)
  • getNormalizedEigenvector() (xc.EigenAnalysis method)
  • getNormalizedEigenvectors() (xc.EigenAnalysis method)
  • getNormalStressesEfficiency() (materials.concrete_base.ReinforcedConcreteLimitStrains method)
  • getNormalVector() (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)
  • getNumBarsPerMeter() (materials.sections.rebar_family.RebarRow method)
  • getNumberedPoints() (in module geom_utils.surveying_data)
  • getNumberOfBolts() (materials.astm_aisc.ASTM_materials.AnchorGroup method)
  • getNumberOfDataPoints() (xc.MotionHistory method)
  • getNumberOfLoads() (import_export.neutral_load_description.LoadContainer method)
  • getNumberOfTuples() (postprocess.xcVtk.fields.vector_field_data.VectorFieldData method)
  • getNumberOfVertices() (geom.ListPos2d method)
  • getNumBolts() (materials.astm_aisc.ASTM_materials.BoltArray method)
  • getNumDeadElements() (xc.Mesh method)
  • getNumDeadNodes() (xc.Mesh method)
  • getNumDOF (xc.Element0D attribute)
  • getNumElementalLoads (xc.LoadContainer attribute)
  • getNumElements() (xc.Mesh method)
  • getNumFacetas() (xc.ClosedTriangleMesh method)
  • getNumFreeNodes() (xc.Mesh method)
  • getNumFrozenNodes() (xc.Mesh method)
  • getNumLiveElements() (xc.Mesh method)
  • getNumLiveNodes() (xc.Mesh method)
  • getNumLoadPatterns() (xc.ConstrContainer method)
  • getNumLoads (xc.LoadContainer attribute)
  • getNumModes() (xc.EigenAnalysis method)
  • getNumMPs() (xc.ConstrContainer method)
  • getNumMRMPs() (xc.ConstrContainer method)
  • getNumNodalLoads (xc.LoadContainer attribute)
  • getNumNodeLockers() (xc.ConstrContainer method)
  • getNumNodes() (xc.Mesh method)
  • getNumPoints() (geom.MatrixPos2d method)
  • getNumQuads() (geom.MatrixPos2d method)
  • getNumReinfBars (xc.ListReinfLayer attribute)
  • 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)
  • getObjects() (import_export.sciaXML.xml_basics.scxml_table_xmlnodes.SCXMLTableXMLNodes method)
  • getOffseted() (geom_utils.longitudinal_profile.GuitarString method)
  • getOrder (xc.ZeroLengthSection attribute)
  • 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)
  • getOrientation() (import_export.dxf_reader.DXFImport method)
  • getOutputDataBaseFileName() (postprocess.limit_state_data.LimitStateData method)
  • getOutputDataFileName() (postprocess.limit_state_data.LimitStateData 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)
  • getPathList() (postprocess.config.default_config.ProjectDirTree method)
  • getPathPolygon() (postprocess.reports.graph_material.MPLGraphic method)
  • getPeakAccel() (xc.GroundMotion method)
  • getPeakDisp() (xc.GroundMotion method)
  • getPeakVel() (xc.GroundMotion method)
  • getPenetration() (materials.awc_nds.dowel_type_fasteners.DowelFastener method)
  • getPerimeter() (geom.Circle2d method)
  • getPeriod() (xc.Domain method)
  • getPeriods() (xc.Domain method)
  • getPhi() (rough_calculations.masonry_vault.permLoadResult method)
  • getPhiS() (rough_calculations.masonry_vault.permLoadResult method)
  • getPhysicalProperties (xc.ElemWithMaterial3N_Mech2D attribute)
  • getPileAerialLength() (model.boundary_cond.spring_bound_cond.PileFoundation method)
  • getPileBuriedLength() (model.boundary_cond.spring_bound_cond.PileFoundation method)
  • getPileCapBottomReinforcementReqArea() (in module rough_calculations.ng_pile_cap), [1]
  • getPlane() (geom.D2to3d method)
  • getPlaneAngle() (geom.Plane3d method)
  • getPlanRadius() (rough_calculations.vaults_rough_calc.SphericalDome method)
  • getPlasticAxialLoad() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method)
  • getPlasticMoment() (materials.sections.structural_shapes.aisc_metric_shapes.CHSSShape method)
  • getPlasticMomentY() (materials.sections.section_properties.SectionProperties method)
  • getPlasticMomentZ() (materials.sections.section_properties.SectionProperties method)
  • getPlasticSectionModulusY() (materials.sections.section_properties.RectangularSection method)
  • getPlasticSectionModulusZ() (materials.sections.section_properties.RectangularSection method)
  • getPlateDimensions() (materials.astm_aisc.ASTM_materials.BoltedPlate method)
  • getPntGrid() (model.geometry.grid_model.GridModel method)
  • getPntXYZ() (model.geometry.grid_model.GridModel method)
  • getPoint() (geom.Grid2d 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)
  • getPointLocalCoordFromGlobal() (xc.CrdTransf method)
  • getPointOnCompressedHalfPlane() (xc.PrismaticBarCrossSection method)
  • getPointOnTensionedHalfPlane() (xc.PrismaticBarCrossSection method)
  • getPoints (xc.Set attribute)
  • getPoints() (geom.Grid2d method)
  • getPointsAt() (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly method)
  • 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)
  • getPolydata() (postprocess.xcVtk.fields.vector_field_data.VectorFieldData method)
  • getPolygon() (xc.QuadSurface method)
  • getPolygonRows() (import_export.sciaXML.scia_loads.surface_pressure_free_container.SurfacePressureFreeComponent method)
  • getPos() (xc.Fiber method)
  • getPos2d (xc.ReinfBar attribute)
  • getPos3d() (geom_utils.XY_parametrized_3Dpoly.XYParametrized3DPoly method)
  • getPos3dProjection() (geom.Plane3d method)
  • getPosCentroid() (xc.EntMdlr method)
  • getPosGlobal() (geom.ref_CooSysRect1d2d method)
  • getPositionVector() (geom.Pos2d method)
  • getPosLocal() (geom.ref_CooSysRect1d2d method)
  • getPosRowsCGcover() (materials.sections.fiber_section.def_simple_RC_section.RCRectangularSection method)
  • getPreprocessor (xc.Domain attribute)
  • getPreprocessor() (materials.buckling_base.MemberBase method)
  • getPressure() (actions.earth_pressure.earth_pressure.EarthPressureModel method)
  • getPressureUnitsDescription() (postprocess.output_styles.OutputStyle method)
  • getPressureUnitsScaleFactor() (postprocess.output_styles.OutputStyle 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)
  • 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)
  • getPulloutStrengthTension() (materials.aci.ACI_limit_state_checking.AnchorBolt method)
  • getPulsatance() (xc.EigenAnalysis method)
  • getPulsatances() (xc.EigenAnalysis method)
  • getPxy() (geom.BND2d method)
  • getPxz() (geom.GeomObj3d method)
  • getPyz (xc.ReinfBar attribute)
  • 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)
  • getQuadCentroid() (geom.MatrixPos2d method)
  • getQunfCompStress() (rough_calculations.arch_bridge_simple_model.ArchBridgeRoughModel 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)
  • getRaizTramoDiagrama() (postprocess.xcVtk.diagrams.colored_diagram.ColoredDiagram 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)
  • getRCSections() (rough_calculations.ng_retaining_wall.FootingReinforcement 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)
  • getReactionUnderConcentratedLoad() (rough_calculations.ng_cantilever.Cantilever method)
  • getReactionUnderUniformLoad() (rough_calculations.ng_cantilever.Cantilever method)
  • getRebarController() (materials.aci.ACI_limit_state_checking.ACIRebarFamily method)
  • <<<<<<< HEAD
  • getRecommendedDistanceBetweenCenters() (materials.astm_aisc.ASTM_materials.BoltFastener method)
  • getReducedEffectiveB() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method)
  • getReducedEffectiveH() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method)
  • getReductionTerm() (materials.awc_nds.dowel_type_fasteners.DowelFastener method)
  • getReferenceCompressiveStrength() (materials.astm_aisc.ASTM_materials.ASTMShape method)
  • getReferenceFlexuralStrength() (materials.astm_aisc.ASTM_materials.ASTMShape method) =======
  • getReducedEffectiveB() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method)
  • getReducedEffectiveH() (materials.sections.structural_shapes.aisc_metric_shapes.HSSShape method)
  • getReductionTerm() (materials.awc_nds.dowel_type_fasteners.DowelFastener method) >>>>>>> f8d913498709cabc2c07b5cd148d8f30e04b8dd4
  • getReferenceWithdrawal() (materials.awc_nds.dowel_type_fasteners.LagScrew method)
  • getRegion() (materials.sections.section_properties.RectangularSection method)
  • getRegionsContour() (xc.FiberSectionBase method)
  • getRegressionPlane() (in module geom_utils.regression_plane)
  • getReinfArea() (postprocess.element_section_map.RCSlabBeamSection method)
  • getReinfBars (xc.ReinfLayer attribute)
  • 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)
  • 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)
  • getRelaxationStressLossFinal() (materials.ehe.EHE_materials.EHEPrestressingSteel method)
  • getRelaxationStressLossT() (materials.ceb.CEB_materials.CEBPrestressingSteel method)
  • getRelaxationT() (materials.ceb.CEB_materials.CEBPrestressingSteel method)
  • getReport() (rough_calculations.ng_isolated_footing.IsolatedFooting 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)
  • 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)
  • getRequiredPrimaryReinforcement() (materials.aci.ACI_limit_state_checking.Corbel 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)
  • getRespVy() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method)
  • getRespVz() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method)
  • getResultant() (postprocess.get_reactions.Reactions method)
  • getReverseCumAngle() (materials.prestressing.prestressed_concrete.PrestressTendon method)
  • getReverseCumLength() (materials.prestressing.prestressed_concrete.PrestressTendon method)
  • getReversed() (xc.ID method)
  • getRho (xc.NDMaterial attribute)
  • getRho() (materials.sections.structural_shapes.arcelor_metric_shapes.AUShape method)
  • getRise() (rough_calculations.vaults_rough_calc.SphericalDome method)
  • getRltvGraphicsPath() (postprocess.config.default_config.ProjectDirTree method)
  • getRltvReportCrackFreqGrPath() (postprocess.config.default_config.ProjectDirTree method)
  • getRltvReportCrackQpermGrPath() (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)
  • getRO1000() (materials.ceb.CEB_materials.CEBPrestressingSteel method)
  • getRotationalDOFs() (model.predefined_spaces.SolidMechanics2D method)
  • getRotationUnitsDescription() (postprocess.output_styles.OutputStyle method)
  • getRotationUnitsScaleFactor() (postprocess.output_styles.OutputStyle 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)
  • getRzB() (rough_calculations.masonry_vault.permLoadResult method)
  • getRzD() (rough_calculations.masonry_vault.permLoadResult method)
  • getS() (postprocess.element_section_map.RCSlabBeamSection 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)
  • getScalarFieldFromControlVar() (in module postprocess.xcVtk.fields.fields)
  • 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)
  • getSectionDefinition() (postprocess.RC_material_distribution.RCMaterialDistribution method)
  • getSectionDefinitionsForElement() (postprocess.RC_material_distribution.RCMaterialDistribution method)
  • getSectionDeformation() (xc.FiberSectionBase method)
  • getSectionDeformationByName() (xc.FiberSectionBase method)
  • getSectionExtStem() (rough_calculations.ng_retaining_wall.StemReinforcement 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 attribute)
  • getSectionIntStem() (rough_calculations.ng_basement_wall.BasementWall method)
  • getSectionIntStemBottom() (rough_calculations.ng_retaining_wall.StemReinforcement method)
  • getSectionModulus() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method)
  • getSectionNamesForElement() (postprocess.RC_material_distribution.RCMaterialDistribution method)
  • getSections() (xc.BeamColumnWithSectionFD 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)
  • getSeedElement() (model.mesh.finit_el_model.RawLineSetToMesh method)
  • getSetBND() (postprocess.xcVtk.vtk_graphic_base.RecordDefGrid method)
  • getSetIntersLin() (in module model.geometry.grid_model)
  • getSetIntersSurf() (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)
  • 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)
  • getShapeCompactWebAndFlangeRatio() (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)
  • getShearCapacityFactor() (materials.aci.ACI_limit_state_checking.ShearPlane method)
  • getShearCF() (in module materials.sia262.SIA262_limit_state_checking)
  • getShearEffectiveDepth() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method)
  • getShearLimit() (in module materials.sia262.SIA262_limit_state_checking)
  • getShearReinfY() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method)
  • getShearReinfZ() (materials.sections.fiber_section.def_column_RC_section.RCCircularSection method)
  • getShearResistanceFactor() (materials.sections.structural_shapes.aisc_metric_shapes.WShape method)
  • getShearStiffnessY() (materials.sections.section_properties.CircularSection method)
  • getShearStiffnessZ() (materials.sections.section_properties.CircularSection method)
  • getShearStress() (materials.tm5_809_3.tm5_809_3_materials.CMUWallFabric method)
  • getShearUnderConcentratedLoad() (rough_calculations.ng_cantilever.Cantilever method)
  • getShearUnderUniformLoad() (rough_calculations.ng_cantilever.Cantilever method)
  • getShearUnderUniformLoadPartiallyDistributed() (rough_calculations.ng_simple_beam.SimpleBeam method)
  • getShortName() (postprocess.utils_display.PartToDisplay method)
  • getShrAlfads1() (materials.concrete_base.Concrete method)
  • getShrAlfads2() (materials.concrete_base.Concrete method)
  • getShrBetaast() (materials.concrete_base.Concrete method)
  • getShrBetadstts() (materials.concrete_base.Concrete method)
  • getShrBetaRH() (materials.concrete_base.Concrete method)
  • getShrEpsca() (materials.concrete_base.Concrete method)
  • getShrEpscainf() (materials.concrete_base.Concrete method)
  • getShrEpscd() (materials.concrete_base.Concrete method)
  • getShrEpscd0() (materials.concrete_base.Concrete method)
  • getShrEpscs() (materials.concrete_base.Concrete method)
  • getShrKh() (materials.concrete_base.Concrete method)
  • getSigmaNThroatPlane() (in module materials.eae.EAE_limit_state_checking)
  • getSimpsonWeights() (xc.EntMdlr method)
  • <<<<<<< HEAD
  • getSlendernessRatio() (materials.astm_aisc.ASTM_materials.ConnectedMember method)
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