SectionForceDeformation.h File Reference

#include <Material.h>
#include <Matrix.h>
#include <Vector.h>
#include <ID.h>

Go to the source code of this file.

Classes

class SectionForceDeformation

Defines

#define MAX_SECTION_RESPONSE_ID   10000

#define SECTION_RESPONSE_MZ   1

#define SECTION_RESPONSE_P   2

#define SECTION_RESPONSE_VY   3

#define SECTION_RESPONSE_MY   4

#define SECTION_RESPONSE_VZ   5

#define SECTION_RESPONSE_T   6

Define Documentation

#define MAX_SECTION_RESPONSE_ID 10000

Definition at line 48 of file SectionForceDeformation.h.

#define SECTION_RESPONSE_MY 4

#define SECTION_RESPONSE_MZ 1

Definition at line 50 of file SectionForceDeformation.h.

Referenced by ForceBeamColumn2d::commitSensitivity(), DispBeamColumn2d::commitSensitivity(), NLBeamColumn2d::displaySelf(), ElasticBeam3d::ElasticBeam3d(), ElasticSection2d::ElasticSection2d(), ElasticSection3d::ElasticSection3d(), ElasticShearSection2d::ElasticShearSection2d(), ElasticShearSection3d::ElasticShearSection3d(), FiberSection2d::FiberSection2d(), FiberSection3d::FiberSection3d(), FiberSectionGJ::FiberSectionGJ(), ForceBeamColumn3d::getInitialFlexibility(), ForceBeamColumn2d::getInitialFlexibility(), NLBeamColumn3d::getInitialStiff(), NLBeamColumn2d::getInitialStiff(), BeamWithHinges3d::getInitialStiff(), BeamWithHinges2d::getInitialStiff(), DispBeamColumn3d::getResistingForce(), DispBeamColumn2d::getResistingForce(), DispBeamColumn2d::getResistingForceSensitivity(), ForceBeamColumn3d::getResponse(), ForceBeamColumn2d::getResponse(), DispBeamColumn3d::getTangentStiff(), DispBeamColumn2d::getTangentStiff(), SectionAggregator::getVariable(), Isolator2spring::Isolator2spring(), SectionForceDeformation::setResponse(), FiberSection3d::setResponse(), FiberSection2d::setResponse(), SoilFootingSection2d::SoilFootingSection2d(), TclModelBuilderSectionCommand(), UniaxialFiber2d::UniaxialFiber2d(), UniaxialFiber3d::UniaxialFiber3d(), NLBeamColumn3d::update(), NLBeamColumn2d::update(), ForceBeamColumn3d::update(), ForceBeamColumn2d::update(), DispBeamColumn3d::update(), DispBeamColumn2d::update(), BeamWithHinges3d::update(), BeamWithHinges2d::update(), and YieldSurfaceSection2d::YieldSurfaceSection2d().

#define SECTION_RESPONSE_P 2

Definition at line 51 of file SectionForceDeformation.h.

Referenced by Bidirectional::Bidirectional(), ForceBeamColumn2d::commitSensitivity(), DispBeamColumn2d::commitSensitivity(), TrussSection::displaySelf(), ElasticBeam3d::ElasticBeam3d(), ElasticSection2d::ElasticSection2d(), ElasticSection3d::ElasticSection3d(), ElasticShearSection2d::ElasticShearSection2d(), ElasticShearSection3d::ElasticShearSection3d(), FiberSection2d::FiberSection2d(), FiberSection3d::FiberSection3d(), FiberSectionGJ::FiberSectionGJ(), ForceBeamColumn3d::getInitialFlexibility(), ForceBeamColumn2d::getInitialFlexibility(), TrussSection::getInitialStiff(), CorotTrussSection::getInitialStiff(), NLBeamColumn3d::getInitialStiff(), NLBeamColumn2d::getInitialStiff(), BeamWithHinges3d::getInitialStiff(), BeamWithHinges2d::getInitialStiff(), TrussSection::getResistingForce(), CorotTrussSection::getResistingForce(), DispBeamColumn3d::getResistingForce(), DispBeamColumn2d::getResistingForce(), DispBeamColumn2d::getResistingForceSensitivity(), TrussSection::getResponse(), TrussSection::getTangentStiff(), CorotTrussSection::getTangentStiff(), DispBeamColumn3d::getTangentStiff(), DispBeamColumn2d::getTangentStiff(), SectionAggregator::getVariable(), Isolator2spring::Isolator2spring(), TrussSection::Print(), SectionForceDeformation::setResponse(), FiberSection3d::setResponse(), FiberSection2d::setResponse(), SoilFootingSection2d::SoilFootingSection2d(), TclModelBuilderSectionCommand(), TrussSection::TrussSection(), UniaxialFiber2d::UniaxialFiber2d(), UniaxialFiber3d::UniaxialFiber3d(), TrussSection::update(), CorotTrussSection::update(), NLBeamColumn3d::update(), NLBeamColumn2d::update(), ForceBeamColumn3d::update(), ForceBeamColumn2d::update(), DispBeamColumn3d::update(), DispBeamColumn2d::update(), BeamWithHinges3d::update(), BeamWithHinges2d::update(), and YieldSurfaceSection2d::YieldSurfaceSection2d().

#define SECTION_RESPONSE_VY 3

Definition at line 52 of file SectionForceDeformation.h.

Referenced by Bidirectional::Bidirectional(), ForceBeamColumn2d::commitSensitivity(), ElasticShearSection2d::ElasticShearSection2d(), ElasticShearSection3d::ElasticShearSection3d(), ForceBeamColumn3d::getInitialFlexibility(), ForceBeamColumn2d::getInitialFlexibility(), NLBeamColumn3d::getInitialStiff(), NLBeamColumn2d::getInitialStiff(), BeamWithHinges3d::getInitialStiff(), BeamWithHinges2d::getInitialStiff(), Isolator2spring::Isolator2spring(), SectionForceDeformation::setResponse(), FiberSection3d::setResponse(), FiberSection2d::setResponse(), SoilFootingSection2d::SoilFootingSection2d(), TclModelBuilderSectionCommand(), NLBeamColumn3d::update(), NLBeamColumn2d::update(), ForceBeamColumn3d::update(), ForceBeamColumn2d::update(), BeamWithHinges3d::update(), and BeamWithHinges2d::update().

#define SECTION_RESPONSE_VZ 5

Definition at line 54 of file SectionForceDeformation.h.

Referenced by ElasticShearSection3d::ElasticShearSection3d(), ForceBeamColumn3d::getInitialFlexibility(), NLBeamColumn3d::getInitialStiff(), BeamWithHinges3d::getInitialStiff(), SectionForceDeformation::setResponse(), FiberSection3d::setResponse(), FiberSection2d::setResponse(), TclModelBuilderSectionCommand(), NLBeamColumn3d::update(), ForceBeamColumn3d::update(), and BeamWithHinges3d::update().

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