myCommands.cpp File Reference#include <Domain.h>
#include "TclModelBuilder.h"
#include "TclUniaxialMaterialTester.h"
#include <tcl.h>
#include <tk.h>
#include <stdio.h>
#include <stdlib.h>
#include <string.h>
Go to the source code of this file.
Function Documentation
| int myCommands |
( |
Tcl_Interp * |
interp |
) |
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| int specifyModelBuilder |
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ClientData |
clientData, |
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Tcl_Interp * |
interp, |
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int |
argc, |
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TCL_Char ** |
argv | |
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) |
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Variable Documentation
Definition at line 269 of file commands.cpp.
Referenced by addTclYS_Evolution(), buildModel(), Subdomain::buildSubdomain(), ShadowSubdomain::buildSubdomain(), getTclPlasticMaterial(), getTclYieldSurface_BC(), ActorSubdomain::run(), specifyModelBuilder(), TclCombinedIsoKin2D01Command(), TclCombinedIsoKin2D02Command(), TclIsotropic2D01Command(), TclKinematic2D01Command(), TclKinematic2D02Command(), TclModelBuilder_addBeamWithHinges(), TclModelBuilder_addBilinearCyclic(), TclModelBuilder_addElement2dYS01(), TclModelBuilder_addElement2dYS02(), TclModelBuilder_addElement2dYS03(), TclModelBuilder_addGeomTransf(), TclModelBuilder_addLinearCylic(), TclModelBuilder_addNLBeamColumn(), TclModelBuilder_addQuadraticCyclic(), TclModelBuilder_addZeroLength(), TclModelBuilder_addZeroLengthSection(), TclModelBuilderYieldSurface_BCCommand(), TclModelBuilderYS_EvolutionModelCommand(), TclModelBuilderYS_SectionCommand(), TclNullEvolutionCommand(), TclPeakOriented2D01Command(), TclPeakOriented2D02Command(), and wipeModel().
Definition at line 317 of file commands.cpp.
Referenced by LoadPattern::addElementalLoad(), LoadPattern::addNodalLoad(), LoadPattern::addSP_Constraint(), Analysis::Analysis(), ImposedMotionSP1::applyConstraint(), ImposedMotionSP::applyConstraint(), UniformExcitation::applyLoad(), PBowlLoading::applyLoad(), EarthquakePattern::applyLoad(), NodalLoad::applyLoad(), UniformExcitation::applyLoadSensitivity(), EarthquakePattern::applyLoadSensitivity(), AxialCurve::AxialCurve(), PlaneFrame::buildFE_Model(), PartitionedQuick2dFrame::buildInterface(), PlainHandler::clearAll(), PenaltyConstraintHandler::clearAll(), LagrangeConstraintHandler::clearAll(), PBowlLoading::CompPBLoads(), DamageRecorder::DamageRecorder(), DisplacementControl::DisplacementControl(), DistributedDisplacementControl::domainChanged(), DomainComponent::DomainComponent(), TransformationDOF_Group::doneID(), DriftRecorder::DriftRecorder(), ElementRecorder::ElementRecorder(), EnvelopeDriftRecorder::EnvelopeDriftRecorder(), EnvelopeElementRecorder::EnvelopeElementRecorder(), EnvelopeNodeRecorder::EnvelopeNodeRecorder(), FE_Datastore::FE_Datastore(), FE_Element::FE_Element(), StaticSensitivityIntegrator::formSensitivityRHS(), NewmarkSensitivityIntegrator::formSensitivityRHS(), TransformationDOF_Group::getCommittedAccel(), TransformationDOF_Group::getCommittedDisp(), TransformationDOF_Group::getCommittedVel(), fElement::getDamp(), fElement::getMass(), PBowlLoading::getNodalLoad(), fElement::getResistingForce(), fElement::getResistingForceIncInertia(), fElement::getTangentStiff(), GSA_Recorder::GSA_Recorder(), PlainHandler::handle(), PenaltyConstraintHandler::handle(), LagrangeConstraintHandler::handle(), main(), MaxNodeDispRecorder::MaxNodeDispRecorder(), NodeRecorder::NodeRecorder(), PlainNumberer::numberDOF(), ParallelNumberer::numberDOF(), DOF_Numberer::numberDOF(), PatternRecorder::PatternRecorder(), fElement::Print(), PyLiq1::PyLiq1(), MeshRegion::setElements(), MeshRegion::setNodes(), MeshRegion::setRayleighDampingFactors(), ShearCurve::ShearCurve(), SingleDomAllSP_Iter::SingleDomAllSP_Iter(), TclFeViewer::TclFeViewer(), ThreePointCurve::ThreePointCurve(), TransformationDOF_Group::TransformationDOF_Group(), TransformationFE::TransformationFE(), TzLiq1::TzLiq1(), and Node::updateParameter().
Generated on Mon Oct 23 15:05:34 2006 for OpenSees by  1.5.0
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