commands.cpp File Reference#include <tcl.h>
#include <OPS_Globals.h>
#include <SimulationInformation.h>
#include <StandardStream.h>
#include <FileStream.h>
#include <stdio.h>
#include <stdlib.h>
#include <string.h>
#include <packages.h>
#include <FEM_ObjectBroker.h>
#include <RigidRod.h>
#include <RigidBeam.h>
#include <RigidDiaphragm.h>
#include <Timer.h>
#include <ModelBuilder.h>
#include "commands.h"
#include <Domain.h>
#include <Element.h>
#include <Node.h>
#include <ElementIter.h>
#include <NodeIter.h>
#include <LoadPattern.h>
#include <LoadPatternIter.h>
#include <ElementalLoad.h>
#include <ElementalLoadIter.h>
#include <SP_Constraint.h>
#include <SP_ConstraintIter.h>
#include <AnalysisModel.h>
#include <CTestNormUnbalance.h>
#include <CTestNormDispIncr.h>
#include <CTestEnergyIncr.h>
#include <CTestRelativeNormUnbalance.h>
#include <CTestRelativeNormDispIncr.h>
#include <CTestRelativeEnergyIncr.h>
#include <CTestRelativeTotalNormDispIncr.h>
#include <CTestFixedNumIter.h>
#include <Linear.h>
#include <NewtonRaphson.h>
#include <NewtonLineSearch.h>
#include <ModifiedNewton.h>
#include <FrequencyAlgo.h>
#include <StandardEigenAlgo.h>
#include <Broyden.h>
#include <BFGS.h>
#include <KrylovNewton.h>
#include <PeriodicNewton.h>
#include <BisectionLineSearch.h>
#include <InitialInterpolatedLineSearch.h>
#include <RegulaFalsiLineSearch.h>
#include <SecantLineSearch.h>
#include <PlainHandler.h>
#include <PenaltyConstraintHandler.h>
#include <LagrangeConstraintHandler.h>
#include <TransformationConstraintHandler.h>
#include <PlainNumberer.h>
#include <DOF_Numberer.h>
#include <LoadControl.h>
#include <ArcLength.h>
#include <ArcLength1.h>
#include <HSConstraint.h>
#include <MinUnbalDispNorm.h>
#include <DisplacementControl.h>
#include <Newmark.h>
#include <WilsonTheta.h>
#include <HHT.h>
#include <HHT1.h>
#include <Newmark1.h>
#include <EigenIntegrator.h>
#include <CentralDifferenceAlternative.h>
#include <CentralDifferenceNoDamping.h>
#include <CentralDifference.h>
#include <NewmarkExplicit.h>
#include <NewmarkHybridSimulation.h>
#include <HHTExplicit.h>
#include <HHTGeneralized.h>
#include <HHTGeneralizedExplicit.h>
#include <HHTHybridSimulation.h>
#include <AlphaOS.h>
#include <AlphaOSGeneralized.h>
#include <Collocation.h>
#include <CollocationHybridSimulation.h>
#include <StaticAnalysis.h>
#include <DirectIntegrationAnalysis.h>
#include <VariableTimeStepDirectIntegrationAnalysis.h>
#include <EigenAnalysis.h>
#include <BandSPDLinSOE.h>
#include <BandSPDLinLapackSolver.h>
#include <BandGenLinSOE.h>
#include <BandGenLinLapackSolver.h>
#include <ConjugateGradientSolver.h>
#include <FullGenLinSOE.h>
#include <FullGenLinLapackSolver.h>
#include <ProfileSPDLinSOE.h>
#include <ProfileSPDLinDirectSolver.h>
#include <DiagonalSOE.h>
#include <DiagonalDirectSolver.h>
#include <SparseGenColLinSOE.h>
#include <SuperLU.h>
#include <SymSparseLinSOE.h>
#include <SymSparseLinSolver.h>
#include <UmfpackGenLinSOE.h>
#include <UmfpackGenLinSolver.h>
#include <EigenSOE.h>
#include <EigenSolver.h>
#include <SymArpackSOE.h>
#include <SymArpackSolver.h>
#include <BandArpackSOE.h>
#include <BandArpackSolver.h>
#include <SymBandEigenSOE.h>
#include <SymBandEigenSolver.h>
#include <RCM.h>
#include <ErrorHandler.h>
#include <ConsoleErrorHandler.h>
#include <TclVideoPlayer.h>
#include <FE_Datastore.h>
Go to the source code of this file.
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Classes |
struct | linearSOE_PackageCommand |
Typedefs |
typedef linearSOE_PackageCommand | LinearSOE_PackageCommand |
Functions |
EXTERN int Tcl_SetObjCmd | _ANSI_ARGS_ ((ClientData clientData, Tcl_Interp *interp, int objc, Tcl_Obj *CONST objv[])) |
int | logFile (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | getPID (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | getNP (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | OpenSeesExit (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | myCommands (Tcl_Interp *interp) |
int | g3AppInit (Tcl_Interp *interp) |
int | OPS_SetObjCmd (ClientData clientData, Tcl_Interp *interp, int argc, Tcl_Obj *const *argv) |
int | OPS_SourceCmd (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | wipeModel (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | wipeAnalysis (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | resetModel (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | initializeAnalysis (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | setLoadConst (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | setTime (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | getTime (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | buildModel (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | analyzeModel (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | printElement (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv, int nodeArg, OPS_Stream &output) |
int | printNode (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv, int nodeArg, OPS_Stream &output) |
int | printIntegrator (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv, int nodeArg, OPS_Stream &output) |
int | printAlgorithm (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv, int nodeArg, OPS_Stream &output) |
int | printModel (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | specifyAnalysis (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | specifySOE (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | specifyNumberer (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | specifyConstraintHandler (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | specifyAlgorithm (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | specifyCTest (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | specifyIntegrator (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | TclAddRecorder (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv, Domain &theDomain) |
int | addRecorder (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | TclAddAlgorithmRecorder (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv, Domain &theDomain, EquiSolnAlgo *theAlgorithm) |
int | addAlgoRecorder (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | TclAddDatabase (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv, Domain &theDomain, FEM_ObjectBroker &theBroker) |
int | addDatabase (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | rigidLink (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | rigidDiaphragm (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | eigenAnalysis (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | videoPlayer (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | removeObject (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | nodeDisp (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | nodeCoord (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | nodeBounds (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | nodeVel (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | sensNodeDisp (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | sensNodeVel (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | computeGradients (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | startTimer (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | stopTimer (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | rayleighDamping (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | TclAddMeshRegion (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv, Domain &theDomain) |
int | addRegion (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
int | exit (ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv) |
Variables |
SimulationInformation | simulationInfo |
StandardStream | sserr |
OPS_Stream * | opserrPtr = &sserr |
ModelBuilder * | theBuilder = 0 |
Domain | theDomain |
FE_Datastore * | theDatabase = 0 |
FEM_ObjectBroker | theBroker |
double | ops_Dt = 1.0 |
Domain * | ops_TheActiveDomain = 0 |
Element * | ops_TheActiveElement = 0 |
TclVideoPlayer * | theTclVideoPlayer = 0 |
Typedef Documentation
Function Documentation
EXTERN int Tcl_SetObjCmd _ANSI_ARGS_ |
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(ClientData clientData, Tcl_Interp *interp, int objc, Tcl_Obj *CONST objv[]) |
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int addAlgoRecorder |
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interp, |
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int addDatabase |
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ClientData |
clientData, |
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interp, |
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int |
argc, |
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int addRecorder |
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ClientData |
clientData, |
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interp, |
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int addRegion |
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clientData, |
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interp, |
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int analyzeModel |
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clientData, |
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int buildModel |
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int computeGradients |
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int eigenAnalysis |
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clientData, |
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interp, |
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int exit |
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Definition at line 4684 of file commands.cpp.
Referenced by Graph::addEdge(), FiberSection3d::addFiber(), Node::addInertiaLoadSensitivityToUnbalance(), Node::addInertiaLoadToUnbalance(), NLBeamColumn3d::addLoad(), NLBeamColumn2d::addLoad(), ForceBeamColumn3d::addLoad(), BeamWithHinges2d::addLoad(), Element::addResistingForceToNodalReaction(), Node::addUnbalancedLoad(), T2Vector::angleBetweenDeviator(), T2Vector::angleBetweenT2Vector(), Template3Dep::BackwardEulerEPState(), BbarBrick::BbarBrick(), BeamFiberMaterial::BeamFiberMaterial(), BeamWithHinges2d::BeamWithHinges2d(), BeamWithHinges3d::BeamWithHinges3d(), Bilinear::Bilinear(), BJmatrix::BJmatrix(), BJtensor::BJtensor2BJmatrix_1(), BJtensor::BJtensor2BJmatrix_2(), Brick::Brick(), BrickUP::BrickUP(), PlaneFrame::buildFE_Model(), PartitionedQuick2dFrame::buildInterface(), CloughDamage::CloughDamage(), FiniteDeformationElastic3D::commitState(), ElasticIsotropicMaterial::commitState(), PBowlLoading::CompPBLoads(), ConstantPressureVolumeQuad::ConstantPressureVolumeQuad(), CorotTruss::CorotTruss(), CorotTrussSection::CorotTrussSection(), MDPotentialSurface01::d2Qods2(), MDPotentialSurface::d2Qods2(), DamageRecorder::DamageRecorder(), nDarray::deep_copy(), BJtensor::determinant(), T2Vector::deviatorRatio(), DPYieldSurface01::dFods(), DispBeamColumn2d::DispBeamColumn2d(), DispBeamColumn3d::DispBeamColumn3d(), NLBeamColumn3d::displaySelf(), NLBeamColumn2d::displaySelf(), DOF_Group::DOF_Group(), DofColorMap::DofColorMap(), Domain::Domain(), MinUnbalDispNorm::domainChanged(), HSConstraint::domainChanged(), DistributedDisplacementControl::domainChanged(), DisplacementControl::domainChanged(), ArcLength1::domainChanged(), ArcLength::domainChanged(), TransformationDOF_Group::doneID(), MDPotentialSurface01::dQods(), DrainMaterial::DrainMaterial(), nDarray::eigenvalues(), nDarray::eigenvectors(), EightNode_Brick_u_p::EightNode_Brick_u_p(), EightNode_LDBrick_u_p::EightNode_LDBrick_u_p(), EightNodeBrick_u_p_U::EightNodeBrick_u_p_U(), ElasticBeam2d::ElasticBeam2d(), ElasticBeam3d::ElasticBeam3d(), EnhancedQuad::EnhancedQuad(), Bilinear::envelNegCap(), EPPGapMaterial::EPPGapMaterial(), EvaluateElasticState(), EvaluatefdEvolution_S(), EvaluatefdEvolution_T(), EvaluatefdFlow(), EvaluatefdYield(), EvaluateMaterialParameter(), EvaluatePlasticFlow(), EvaluateSE(), EvaluateTE(), EvaluateYieldFunction(), ConsoleErrorHandler::fatal(), FatigueMaterial::FatigueMaterial(), FDdecoupledElastic3D::FDdecoupledElastic3D(), FE_Element::FE_Element(), FeapMaterial::FeapMaterial(), FedeasBond1Material::FedeasBond1Material(), FedeasBond2Material::FedeasBond2Material(), FedeasConcr1Material::FedeasConcr1Material(), FedeasConcr2Material::FedeasConcr2Material(), FedeasConcr3Material::FedeasConcr3Material(), FedeasHardeningMaterial::FedeasHardeningMaterial(), FedeasHyster1Material::FedeasHyster1Material(), FedeasHyster2Material::FedeasHyster2Material(), FedeasMaterial::FedeasMaterial(), FedeasSteel1Material::FedeasSteel1Material(), FedeasSteel2Material::FedeasSteel2Material(), fElement::fElement(), FiberSection2d::FiberSection2d(), FiberSection3d::FiberSection3d(), FiberSectionGJ::FiberSectionGJ(), FiberSectionRepr::FiberSectionRepr(), FiniteDeformationEP3D::FiniteDeformationEP3D(), ForceBeamColumn2d::ForceBeamColumn2d(), ForceBeamColumn3d::ForceBeamColumn3d(), FourNodeQuad::FourNodeQuad(), FourNodeQuadUP::FourNodeQuadUP(), GenericSection1d::GenericSection1d(), Node::getAccel(), UmfpackGenLinSOE::getB(), SymSparseLinSOE::getB(), SparseGenRowLinSOE::getB(), SparseGenColLinSOE::getB(), DistributedSparseGenRowLinSOE::getB(), ProfileSPDLinSOE::getB(), PetscSOE::getB(), MumpsSOE::getB(), ItpackLinSOE::getB(), FullGenLinSOE::getB(), DistributedDiagonalSOE::getB(), DiagonalSOE::getB(), BandSPDLinSOE::getB(), BandGenLinSOE::getB(), FiniteDeformationElastic3D::getC(), NeoHookeanCompressible3D::getCauchyStressTensor(), FiniteDeformationElastic3D::getCauchyStressTensor(), FDdecoupledElastic3D::getCauchyStressTensor(), DomainPartitioner::getColoredGraph(), ProfileSPDLinSubstrSolver::getCondensedA(), ProfileSPDLinSubstrSolver::getCondensedMatVect(), ProfileSPDLinSubstrSolver::getCondensedRHS(), MP_Joint3D::getConstrainedDOFs(), MP_Joint2D::getConstrainedDOFs(), MP_Constraint::getConstrainedDOFs(), MP_Joint3D::getConstraint(), MP_Joint2D::getConstraint(), MP_Constraint::getConstraint(), SectionAggregator::getCopy(), FiberSectionGJ::getCopy(), FiberSection3d::getCopy(), FiberSection2d::getCopy(), Template3Dep::getCopy(), NewTemplate3Dep::getCopy(), J2Plasticity::getCopy(), FiniteDeformationEP3D::getCopy(), FiniteDeformationElastic3D::getCopy(), ElasticIsotropicMaterial::getCopy(), MultiaxialCyclicPlasticity::getCopy(), fElement::getDamp(), Node::getDisp(), AnalysisModel::getDOFGroupGraph(), SymArpackSolver::getEigenvalue(), Domain::getEigenvalues(), SymArpackSolver::getEigenvector(), Node::getEigenvectors(), PressureDependent_Elastic::getElasticStiffness(), Isotropic_Elastic::getElasticStiffness(), elnp_Elastic::getElasticStiffness(), ShadowSubdomain::getElementGraph(), Domain::getElementGraph(), ShadowSubdomain::getElements(), ShadowSubdomain::getExternalNodeIter(), Subdomain::getExternalNodes(), FiniteDeformationElastic3D::getF(), TransformationFE::getID(), Node::getIncrDeltaDisp(), Node::getIncrDisp(), SectionForceDeformation::getInitialFlexibility(), SectionForceDeformation::getInitialFlexibilitySensitivity(), NineFourNodeQuadUP::getInitialStiff(), FourNodeQuadUP::getInitialStiff(), fElement::getInitialStiff(), EightNodeBrick::getInitialStiff(), ElasticIsotropicMaterial::getInitialTangent(), SectionForceDeformation::getInitialTangentSensitivity(), FiniteDeformationElastic3D::getInitialTangentTensor(), MaterialParameter::getInternal_Scalar(), MaterialParameter::getInternal_Tensor(), ShadowSubdomain::getInternalNodeIter(), MDEvolutionLaw::getKp(), Subdomain::getLastExternalSysResponse(), ShadowSubdomain::getLastExternalSysResponse(), fElement::getMass(), MaterialParameter::getMaterial_Parameter(), ShadowSubdomain::getNodeGraph(), Domain::getNodeGraph(), ShadowSubdomain::getNodes(), J2Plasticity::getOrder(), ElasticIsotropicMaterial::getOrder(), MultiaxialCyclicPlasticity::getOrder(), DomainPartitioner::getPartitionGraph(), NeoHookeanCompressible3D::getPK1StressTensor(), FiniteDeformationElastic3D::getPK1StressTensor(), FDdecoupledElastic3D::getPK1StressTensor(), ElasticIsotropicMaterial::getPlasticStrainTensor(), Node::getReaction(), FE_Element::getResidual(), TwentyNodeBrick_u_p_U::getResistingForce(), EightNodeBrick_u_p_U::getResistingForce(), EightNode_LDBrick_u_p::getResistingForce(), EightNode_Brick_u_p::getResistingForce(), fElement::getResistingForce(), Subdomain::getResistingForce(), TwentyNodeBrick_u_p_U::getResistingForceIncInertia(), EightNodeBrick_u_p_U::getResistingForceIncInertia(), EightNode_LDBrick_u_p::getResistingForceIncInertia(), EightNode_Brick_u_p::getResistingForceIncInertia(), TwentyEightNodeBrickUP::getResistingForceIncInertia(), TotalLagrangianFD8NodeBrick::getResistingForceIncInertia(), TotalLagrangianFD20NodeBrick::getResistingForceIncInertia(), fElement::getResistingForceIncInertia(), Twenty_Node_Brick::getResistingForceIncInertia(), MP_Joint3D::getRetainedDOFs(), MP_Joint2D::getRetainedDOFs(), MP_Constraint::getRetainedDOFs(), NewTemplate3Dep::getRho(), Node::getRV(), EPState::getScalarVar(), SectionForceDeformation::getSectionFlexibility(), SectionForceDeformation::getSectionFlexibilitySensitivity(), SectionForceDeformation::getSectionTangentSensitivity(), FeapMaterial::getStrain(), ElasticIsotropicMaterial::getStrain(), FiniteDeformationElastic3D::getStrainTensor(), ElasticIsotropicMaterial::getStrainTensor(), FeapMaterial::getStress(), ElasticIsotropicMaterial::getStress(), FiniteDeformationElastic3D::getStressTensor(), ElasticIsotropicMaterial::getStressTensor(), PartitionedDomain::getSubdomainGraph(), Subdomain::getTang(), FeapMaterial::getTangent(), ElasticIsotropicMaterial::getTangent(), FE_Element::getTangent(), LagrangeDOF_Group::getTangent(), fElement::getTangentStiff(), FiniteDeformationElastic3D::getTangentTensor(), ElasticIsotropicMaterial::getTangentTensor(), EPState::getTensorVar(), Node::getTrialAccel(), Node::getTrialDisp(), Node::getTrialVel(), J2Plasticity::getType(), FiniteDeformationElastic3D::getType(), ElasticIsotropicMaterial::getType(), MultiaxialCyclicPlasticity::getType(), Node::getUnbalancedLoad(), Node::getUnbalancedLoadIncInertia(), Node::getVel(), UmfpackGenLinSOE::getX(), SymSparseLinSOE::getX(), SparseGenRowLinSOE::getX(), SparseGenColLinSOE::getX(), DistributedSparseGenRowLinSOE::getX(), ProfileSPDLinSOE::getX(), PetscSOE::getX(), MumpsSOE::getX(), ItpackLinSOE::getX(), FullGenLinSOE::getX(), DistributedDiagonalSOE::getX(), DiagonalSOE::getX(), BandSPDLinSOE::getX(), BandGenLinSOE::getX(), GSA_Recorder::GSA_Recorder(), EvolutionLaw_NL_EijMD::h_t(), HystereticMaterial::HystereticMaterial(), ID::ID(), DOF_Group::incrNodeAccel(), DOF_Group::incrNodeDisp(), DOF_Group::incrNodeVel(), Node::incrTrialAccel(), Node::incrTrialDisp(), Node::incrTrialVel(), nDarray::Initialize_all(), VM_YF::InScalarDerivative(), CC_YF::InScalarDerivative(), VM_YF::InTensorDerivative(), DP_YF::InTensorDerivative(), DM04_YF::InTensorDerivative(), BJtensor::inverse(), fElement::invokefInit(), DrainMaterial::invokeSubroutine(), Joint2D::Joint2D(), Joint3D::Joint3D(), Kratzig::Kratzig(), LagrangeMP_FE::LagrangeMP_FE(), LagrangeSP_FE::LagrangeSP_FE(), LoadPath::LoadPath(), LoadPattern::LoadPattern(), main(), MaterialParameter::MaterialParameter(), Matrix::Matrix(), MinMaxMaterial::MinMaxMaterial(), MP_Constraint::MP_Constraint(), MP_Joint2D::MP_Joint2D(), MP_Joint3D::MP_Joint3D(), nDarray::nDarray(), NewTemplate3Dep::NewTemplate3Dep(), NineFourNodeQuadUP::NineFourNodeQuadUP(), NLBeamColumn2d::NLBeamColumn2d(), NLBeamColumn3d::NLBeamColumn3d(), NodalLoad::NodalLoad(), Node::Node(), NormalizedPeak::NormalizedPeak(), oglCreateBitmap(), oglCreateWindow(), operator &&(), profilematrix::operator *(), profilematrix_rep::operator new(), nDarray_rep::operator new(), profilematrix::operator+=(), nDarray::operator+=(), profilematrix::operator-=(), nDarray::operator-=(), Matrix::operator/(), nDarray::operator==(), ParallelMaterial::ParallelMaterial(), PartitionedDomain::PartitionedDomain(), PathIndependentMaterial::PathIndependentMaterial(), PBowlLoading::PBowlLoading(), PenaltyMP_FE::PenaltyMP_FE(), PenaltySP_FE::PenaltySP_FE(), PinchingDamage::PinchingDamage(), VM_PF::PlasticFlowTensor(), PressureDependMultiYield::PressureDependMultiYield(), PressureDependMultiYield02::PressureDependMultiYield02(), PressureIndependMultiYield::PressureIndependMultiYield(), FiniteDeformationElastic3D::Print(), NLBeamColumn3d::Print(), ForceBeamColumn3d::Print(), ForceBeamColumn2d::Print(), profilematrix::profilematrix(), straintensor::q_deviatoric(), Cosseratstraintensor::q_deviatoric(), fElement::readyfRoutine(), PathIndependentMaterial::recvSelf(), ParallelMaterial::recvSelf(), MembranePlateFiberSection::recvSelf(), FiberSectionGJ::recvSelf(), FiberSection3d::recvSelf(), FiberSection2d::recvSelf(), FluidSolidPorousMaterial::recvSelf(), FiniteDeformationElastic3D::recvSelf(), ZeroLengthSection::recvSelf(), TwentyEightNodeBrickUP::recvSelf(), NineFourNodeQuadUP::recvSelf(), FourNodeQuadUP::recvSelf(), BrickUP::recvSelf(), ShellMITC4::recvSelf(), NLBeamColumn3d::recvSelf(), NLBeamColumn2d::recvSelf(), NineNodeMixedQuad::recvSelf(), EnhancedQuad::recvSelf(), ConstantPressureVolumeQuad::recvSelf(), ForceBeamColumn3d::recvSelf(), ForceBeamColumn2d::recvSelf(), ElasticBeam3d::recvSelf(), ElasticBeam2d::recvSelf(), DispBeamColumn3d::recvSelf(), DispBeamColumn2d::recvSelf(), Brick::recvSelf(), BbarBrick::recvSelf(), BeamWithHinges3d::recvSelf(), BeamWithHinges2d::recvSelf(), Twenty_Node_Brick::recvSelf(), Node::recvSelf(), LoadPath::recvSelf(), FiniteDeformationElastic3D::revertToLastCommit(), ElasticIsotropicMaterial::revertToLastCommit(), TzSimple1::revertToStart(), QzSimple1::revertToStart(), PySimple1::revertToStart(), FiniteDeformationElastic3D::revertToStart(), ElasticIsotropicMaterial::revertToStart(), RigidRod::RigidRod(), secondOrderEqn(), SectionAggregator::SectionAggregator(), FiniteDeformationElastic3D::sendSelf(), SeriesMaterial::SeriesMaterial(), MultiYieldSurface::setCenter(), T2Vector::setData(), TrussSection::setDomain(), Truss::setDomain(), TotalLagrangianFD8NodeBrick::setDomain(), TotalLagrangianFD20NodeBrick::setDomain(), NLBeamColumn3d::setDomain(), NLBeamColumn2d::setDomain(), BeamColumnJoint3d::setDomain(), BeamColumnJoint2d::setDomain(), ForceBeamColumn3d::setDomain(), ForceBeamColumn2d::setDomain(), fElement::setDomain(), ElasticBeam3d::setDomain(), ElasticBeam2d::setDomain(), BeamWithHinges3d::setDomain(), BeamWithHinges2d::setDomain(), beam3d02::setDomain(), EightNodeBrick::setDomain(), TwentySevenNodeBrick::setDomain(), TwentyNodeBrick::setDomain(), DOF_Group::setEigenvector(), TransformationFE::setID(), MDEvolutionLaw::setInitD(), MaterialParameter::setInternal_Scalar(), MaterialParameter::setInternal_Tensor(), Node::setNumColR(), FiberSectionRepr::setNumPatches(), FiberSectionRepr::setNumReinfLayers(), GaussQuadRule1d::setOrder(), GaussLobattoQuadRule1d01::setOrder(), FiberSectionRepr::setPatches(), Element::setRayleighDampingFactors(), FiberSectionRepr::setReinfLayers(), Bilinear::setResponse(), EPState::setScalarVar(), EPState::setScalarVar_commit(), EPState::setScalarVar_init(), EPState::setTensorVar(), EPState::setTensorVar_commit(), EPState::setTensorVar_init(), Node::setTrialAccel(), FiniteDeformationElastic3D::setTrialC(), FiniteDeformationElastic3D::setTrialCIncr(), Node::setTrialDisp(), FiniteDeformationElastic3D::setTrialF(), FiniteDeformationElastic3D::setTrialFIncr(), TzLiq1::setTrialStrain(), PyLiq1::setTrialStrain(), PressureIndependMultiYield::setTrialStrain(), PressureDependMultiYield02::setTrialStrain(), PressureDependMultiYield::setTrialStrain(), FluidSolidPorousMaterial::setTrialStrain(), FeapMaterial::setTrialStrain(), ElasticIsotropicMaterial::setTrialStrain(), Template3Dep::setTrialStrainIncr(), PressureIndependMultiYield::setTrialStrainIncr(), PressureDependMultiYield02::setTrialStrainIncr(), PressureDependMultiYield::setTrialStrainIncr(), FluidSolidPorousMaterial::setTrialStrainIncr(), ElasticIsotropicMaterial::setTrialStrainIncr(), Node::setTrialVel(), UDP_Socket::setUpConnection(), Shadow::Shadow(), skymatrix::skymatrix(), BandArpackSolver::solve(), VM_YF::StressDerivative(), Subdomain::Subdomain(), T2Vector::T2Vector(), TclModelBuilder_addFiniteDeformationElastic3D(), TclModelBuilder_addFiniteDeformationEP3D(), TclModelBuilder_addNewTemplate3Dep(), TclModelBuilder_addSnapMaterial(), TclVideoPlayer::TclVideoPlayer(), Template3Dep::Template3Dep(), straintensor::theta(), Cosseratstraintensor::theta(), TotalLagrangianFD20NodeBrick::TotalLagrangianFD20NodeBrick(), TotalLagrangianFD8NodeBrick::TotalLagrangianFD8NodeBrick(), nDarray::trace(), TransformationDOF_Group::TransformationDOF_Group(), TransformationFE::TransformationFE(), Truss::Truss(), TrussSection::TrussSection(), Twenty_Node_Brick::Twenty_Node_Brick(), TwentyEightNodeBrickUP::TwentyEightNodeBrickUP(), TwentyNodeBrick_u_p_U::TwentyNodeBrick_u_p_U(), UniaxialFiber2d::UniaxialFiber2d(), UniaxialFiber3d::UniaxialFiber3d(), MDEvolutionLaw::UpdateAllVars(), EvolutionLaw_NL_EijMD::updateEeDm(), TzLiq1::updateParameter(), PyLiq1::updateParameter(), skymatrix::v_ldl_factorize(), Vector::Vector(), VrmlViewer::VrmlViewer(), X11Device::WINOPEN(), WindowDevice::WINOPEN(), OpenGlDevice::WINOPEN(), X11Renderer::X11Renderer(), DPYieldSurface01::xi_t1(), VM_YF::YieldFunctionValue(), DP_YF::YieldFunctionValue(), ZeroLength::ZeroLength(), and ZeroLengthSection::ZeroLengthSection().
int g3AppInit |
( |
Tcl_Interp * |
interp |
) |
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Definition at line 394 of file commands.cpp.
References addAlgoRecorder(), addDatabase(), addRecorder(), addRegion(), analyzeModel(), buildModel(), computeGradients(), eigenAnalysis(), FIXEDD, getNP(), getPID(), getTime(), initializeAnalysis(), logFile(), myCommands(), nodeBounds(), nodeCoord(), nodeDisp(), nodeVel(), OpenSeesExit(), OPS_SetObjCmd(), OPS_SourceCmd(), opserr, printModel(), rayleighDamping(), removeObject(), resetModel(), rigidDiaphragm(), rigidLink(), SCIENTIFIC, sensitivityAlgorithm(), sensitivityIntegrator(), sensNodeDisp(), sensNodeVel(), setLoadConst(), setTime(), specifyAlgorithm(), specifyAnalysis(), specifyConstraintHandler(), specifyCTest(), specifyIntegrator(), specifyNumberer(), specifySOE(), startTimer(), stopTimer(), theTclVideoPlayer, videoPlayer(), wipeAnalysis(), and wipeModel().
Referenced by Tcl_AppInit().
int getNP |
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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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int getPID |
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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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int getTime |
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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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int initializeAnalysis |
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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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int logFile |
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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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int myCommands |
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Tcl_Interp * |
interp |
) |
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int nodeBounds |
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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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int nodeCoord |
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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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int nodeDisp |
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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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Definition at line 4358 of file commands.cpp.
References Domain::getNode(), Node::getTrialDisp(), opserr, and Vector::Size().
Referenced by g3AppInit(), PenaltySP_FE::getResidual(), LagrangeSP_FE::getResidual(), TwentyEightNodeBrickUP::Print(), BrickUP::Print(), FourNodeQuad::Print(), Brick::Print(), and Twenty_Node_Brick::Print().
int nodeVel |
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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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int OpenSeesExit |
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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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int OPS_SetObjCmd |
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ClientData |
clientData, |
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Tcl_Interp * |
interp, |
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int |
argc, |
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Tcl_Obj *const * |
argv | |
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) |
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int OPS_SourceCmd |
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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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int printAlgorithm |
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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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int |
nodeArg, |
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OPS_Stream & |
output | |
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) |
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int printElement |
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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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int |
nodeArg, |
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OPS_Stream & |
output | |
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) |
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int printIntegrator |
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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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int |
nodeArg, |
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OPS_Stream & |
output | |
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) |
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int printModel |
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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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int printNode |
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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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int |
nodeArg, |
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OPS_Stream & |
output | |
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) |
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int rayleighDamping |
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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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int removeObject |
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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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Definition at line 4179 of file commands.cpp.
References endln, SP_Constraint::getDOF_Number(), LoadPattern::getElementalLoads(), Domain::getLoadPatterns(), SP_Constraint::getNodeTag(), TclReliabilityBuilder::getReliabilityDomain(), Domain::getSPs(), TaggedObject::getTag(), opserr, Domain::removeElement(), Domain::removeLoadPattern(), Domain::removeNode(), ReliabilityDomain::removePerformanceFunction(), ReliabilityDomain::removeRandomVariablePositioner(), Domain::removeRecorders(), Domain::removeSP_Constraint(), and theReliabilityDomain.
Referenced by g3AppInit().
int resetModel |
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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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int rigidDiaphragm |
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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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int rigidLink |
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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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int sensNodeDisp |
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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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int sensNodeVel |
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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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int setLoadConst |
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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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int setTime |
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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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int specifyAlgorithm |
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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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int specifyAnalysis |
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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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int specifyConstraintHandler |
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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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int specifyCTest |
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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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int specifyIntegrator |
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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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int specifyNumberer |
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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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int specifySOE |
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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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Definition at line 1620 of file commands.cpp.
References count, linearSOE_PackageCommand::funcName, linearSOE_PackageCommand::funcPtr, getLibraryFunction(), int(), linearSOE_PackageCommand::next, opserr, Subdomain::setAnalysisLinearSOE(), StaticAnalysis::setLinearSOE(), DirectIntegrationAnalysis::setLinearSOE(), TCL_Char, and theBroker.
Referenced by g3AppInit().
int startTimer |
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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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int stopTimer |
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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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int TclAddAlgorithmRecorder |
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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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Domain & |
theDomain, |
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EquiSolnAlgo * |
theAlgorithm | |
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) |
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int TclAddDatabase |
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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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Domain & |
theDomain, |
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FEM_ObjectBroker & |
theBroker | |
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) |
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Definition at line 83 of file TclDatabaseCommands.cpp.
References endln, databasePackageCommand::funcName, databasePackageCommand::funcPtr, getLibraryFunction(), int(), databasePackageCommand::next, opserr, restore(), save(), TCL_Char, theBroker, and theDatabase.
Referenced by addDatabase().
int TclAddMeshRegion |
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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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Domain & |
theDomain | |
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) |
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int TclAddRecorder |
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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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Domain & |
theDomain | |
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) |
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int videoPlayer |
( |
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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int wipeAnalysis |
( |
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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int wipeModel |
( |
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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) |
| | |
Variable Documentation
Definition at line 364 of file commands.cpp.
Referenced by addDatabase(), main(), ParallelNumberer::numberDOF(), MPI_Channel::recvObj(), TCP_Socket::recvObj(), TCP_SocketNoDelay::recvObj(), UDP_Socket::recvObj(), PeriodicNewton::recvSelf(), DomainDecompositionAnalysis::recvSelf(), StaticDomainDecompositionAnalysis::recvSelf(), TransientDomainDecompositionAnalysis::recvSelf(), CollocationHybridSimulation::recvSelf(), HHTHybridSimulation::recvSelf(), NewmarkHybridSimulation::recvSelf(), DOF_Numberer::recvSelf(), ImposedMotionSP::recvSelf(), ImposedMotionSP1::recvSelf(), Domain::recvSelf(), GroundMotion::recvSelf(), GroundMotionRecord::recvSelf(), LoadPattern::recvSelf(), MultiSupportPattern::recvSelf(), UniformExcitation::recvSelf(), Subdomain::recvSelf(), Twenty_Node_Brick::recvSelf(), BeamWithHinges2d::recvSelf(), BeamWithHinges3d::recvSelf(), BbarBrick::recvSelf(), Brick::recvSelf(), DispBeamColumn2d::recvSelf(), DispBeamColumn3d::recvSelf(), ElasticBeam2d::recvSelf(), ElasticBeam3d::recvSelf(), ForceBeamColumn2d::recvSelf(), ForceBeamColumn3d::recvSelf(), ConstantPressureVolumeQuad::recvSelf(), EnhancedQuad::recvSelf(), FourNodeQuad::recvSelf(), NineNodeMixedQuad::recvSelf(), Joint2D::recvSelf(), NLBeamColumn2d::recvSelf(), NLBeamColumn3d::recvSelf(), ShellMITC4::recvSelf(), CorotTruss::recvSelf(), Truss::recvSelf(), TrussSection::recvSelf(), BrickUP::recvSelf(), FourNodeQuadUP::recvSelf(), NineFourNodeQuadUP::recvSelf(), TwentyEightNodeBrickUP::recvSelf(), ZeroLength::recvSelf(), ZeroLengthSection::recvSelf(), BeamFiberMaterial::recvSelf(), PlaneStressMaterial::recvSelf(), PlateFiberMaterial::recvSelf(), FluidSolidPorousMaterial::recvSelf(), UniaxialFiber2d::recvSelf(), UniaxialFiber3d::recvSelf(), FiberSection::recvSelf(), FiberSection2d::recvSelf(), FiberSection3d::recvSelf(), FiberSectionGJ::recvSelf(), GenericSection1d::recvSelf(), GenericSectionNd::recvSelf(), MembranePlateFiberSection::recvSelf(), SectionAggregator::recvSelf(), FatigueMaterial::recvSelf(), MinMaxMaterial::recvSelf(), ParallelMaterial::recvSelf(), PathIndependentMaterial::recvSelf(), PyLiq1::recvSelf(), TzLiq1::recvSelf(), SeriesMaterial::recvSelf(), DriftRecorder::recvSelf(), ElementRecorder::recvSelf(), EnvelopeDriftRecorder::recvSelf(), EnvelopeElementRecorder::recvSelf(), EnvelopeNodeRecorder::recvSelf(), NodeRecorder::recvSelf(), TCP_SocketNoDelay::sendObj(), DummyNode::sendSelf(), DistributedBandGenLinSOE::setSize(), DistributedBandSPDLinSOE::setSize(), MumpsParallelSOE::setSize(), DistributedProfileSPDLinSOE::setSize(), DistributedSparseGenColLinSOE::setSize(), specifySOE(), TclAddDatabase(), TclCommand_BerkeleyDB(), and TclCommand_MySQL().
Definition at line 269 of file commands.cpp.
Referenced by addTclYS_Evolution(), buildModel(), ShadowSubdomain::buildSubdomain(), Subdomain::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().
Generated on Mon Oct 23 15:05:36 2006 for OpenSees by 1.5.0
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