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TclModelBuilder.cpp
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4775 lines (4005 loc) · 145 KB
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/* ****************************************************************** **
** OpenSees - Open System for Earthquake Engineering Simulation **
** Pacific Earthquake Engineering Research Center **
** **
** **
** (C) Copyright 1999, The Regents of the University of California **
** All Rights Reserved. **
** **
** Commercial use of this program without express permission of the **
** University of California, Berkeley, is strictly prohibited. See **
** file 'COPYRIGHT' in main directory for information on usage and **
** redistribution, and for a DISCLAIMER OF ALL WARRANTIES. **
** **
** Developed by: **
** Frank McKenna (fmckenna@ce.berkeley.edu) **
** Gregory L. Fenves (fenves@ce.berkeley.edu) **
** Filip C. Filippou (filippou@ce.berkeley.edu) **
** **
** ****************************************************************** */
// $Revision: 1.52 $
// $Date: 2010-05-12 20:17:50 $
// $Source: /usr/local/cvs/OpenSees/SRC/modelbuilder/tcl/TclModelBuilder.cpp,v $
// Written: fmk
// Created: 07/99
//
// Description: This file contains the class definition for TclModelBuilder.
// A TclModelBuilder adds the commands to create the model for the standard
// models that can be generated using the elements released with the g3
// framework. currently these elements include:
// 1) linear-elastic 2 and 3d beam-column elements
// 2) non-linear material truss
// 3) non-linear 2 and 3d fiber-beam-column elements
//
// What: "@(#) TclModelBuilder.cpp, revA"
#include <stdlib.h>
#include <string.h>
#include <Matrix.h>
#include <Vector.h>
#include <ID.h>
#include <ArrayOfTaggedObjects.h>
#include <Domain.h>
#include <Node.h>
#include <NodeIter.h>
#include <SP_Constraint.h>
#include <SP_ConstraintIter.h>
#include <MP_Constraint.h>
#include <RigidRod.h>
#include <RigidBeam.h>
#include <RigidDiaphragm.h>
#include <CrdTransf.h>
#include <NodalLoad.h>
#include <Beam2dPointLoad.h>
#include <Beam2dUniformLoad.h>
#include <Beam2dPartialUniformLoad.h>
#include <Beam2dTempLoad.h>
#include <Beam2dThermalAction.h> //L.Jiang [SIF]
#include <Beam3dThermalAction.h> //L.Jiang [SIF]
#include <ShellThermalAction.h> //L.Jiang [SIF]
#include <ThermalActionWrapper.h> //L.Jiang [SIF]
#include <NodalThermalAction.h> //L.Jiang [SIF]
#include <Beam3dPointLoad.h>
#include <Beam3dUniformLoad.h>
#include <BrickSelfWeight.h>
#include <SurfaceLoader.h>
#include <SelfWeight.h>
#include <LoadPattern.h>
#include <SectionForceDeformation.h>
#include <SectionRepres.h>
#include <UniaxialMaterial.h>
#include <LimitCurve.h>
#include <NDMaterial.h>
#include <TclModelBuilder.h>
#include <ImposedMotionSP.h>
#include <ImposedMotionSP1.h>
#include <MultiSupportPattern.h>
#include <TimeSeries.h>
#include <PathTimeSeriesThermal.h> //L.Jiang [SIF]
#include <vector> //L.Jiang [SIF]
using std::vector; //L.Jiang [SIF]
#include <SimulationInformation.h> //L.Jiang [SIF]
extern SimulationInformation simulationInfo; //L.Jiang [SIF]
extern const char * getInterpPWD(Tcl_Interp *interp); //L.Jiang [SIF]
#include <Block2D.h>
#include <Block3D.h>
// Added by Scott J. Brandenberg (sjbrandenberg@ucdavis.edu)
#include <PySimple1Gen.h>
#include <TzSimple1Gen.h>
// End added by SJB
// Added by Prishati Raychowdhury (PRC)
#include <ShallowFoundationGen.h>
//end PRC
#include <YieldSurface_BC.h>
#include <YS_Evolution.h>
#include <PlasticHardeningMaterial.h>
#include <CyclicModel.h> //!!
#include <DamageModel.h> //!!
#include <FrictionModel.h>
#ifdef OO_HYSTERETIC
#include <StiffnessDegradation.h>
#include <UnloadingRule.h>
#include <StrengthDegradation.h>
#endif
#include <HystereticBackbone.h>
#include <BeamIntegration.h>
////////////////////// gnp adding damping
#include <Element.h>
////////////////////////////////////////////
extern void TCL_OPS_setModelBuilder(TclModelBuilder *theNewBuilder);
extern int OPS_ResetInput(ClientData clientData,
Tcl_Interp *interp,
int cArg,
int mArg,
TCL_Char **argv,
Domain *domain,
TclModelBuilder *builder);
#include <packages.h>
//
// SOME STATIC POINTERS USED IN THE FUNCTIONS INVOKED BY THE INTERPRETER
//
static Domain *theTclDomain =0;
static TclModelBuilder *theTclBuilder =0;
extern LoadPattern *theTclLoadPattern;
extern MultiSupportPattern *theTclMultiSupportPattern;
static int eleArgStart = 0;
static int nodeLoadTag = 0;
static int eleLoadTag = 0;
//
// THE PROTOTYPES OF THE FUNCTIONS INVOKED BY THE INTERPRETER
//
int
TclCommand_addParameter(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addNode(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addElement(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_PFEM2D(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_PFEM3D(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_mesh(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_remesh(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_backgroundMesh(ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv);
int
TclCommand_addUniaxialMaterial(ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv);
int
TclCommand_addBeamIntegration(ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv);
int
TclCommand_addLimitCurve(ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv);
int
TclCommand_addNDMaterial(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addSection(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addYieldSurface_BC(ClientData clientData, Tcl_Interp *interp,
int argc, TCL_Char **argv);
int
TclCommand_addYS_EvolutionModel(ClientData clientData, Tcl_Interp *interp,
int argc, TCL_Char **argv);
int
TclCommand_addYS_PlasticMaterial(ClientData clientData, Tcl_Interp *interp,
int argc, TCL_Char **argv);
int //!!
TclCommand_addCyclicModel(ClientData clientData, Tcl_Interp *interp,
int argc, TCL_Char **argv);
int //!!
TclCommand_addDamageModel(ClientData clientData, Tcl_Interp *interp,
int argc, TCL_Char **argv);
int
TclCommand_addTimeSeries(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addPattern(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addSeries(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addHomogeneousBC(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addHomogeneousBC_X(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addHomogeneousBC_Y(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addHomogeneousBC_Z(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addEqualDOF_MP (ClientData clientData, Tcl_Interp *interp,
int argc, TCL_Char **argv);
int
TclCommand_addEqualDOF_MP_Mixed (ClientData clientData, Tcl_Interp *interp,
int argc, TCL_Char **argv);
int
TclCommand_RigidLink(ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv);
int
TclCommand_RigidDiaphragm(ClientData clientData, Tcl_Interp *interp, int argc, TCL_Char **argv);
int
TclCommand_addMP(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addNodalLoad(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addElementalLoad(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addNodalMass(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addSP(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addImposedMotionSP(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
// Added by Scott J. Brandenberg
int
TclCommand_doPySimple1Gen(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_doTzSimple1Gen(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
// End added by SJB
// Added by Prishati Raychowdhury (UCSD)
int
TclModelBuilder_doShallowFoundationGen(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
// End PRC
int
TclCommand_doBlock2D(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_doBlock3D(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
int
TclCommand_addRemoPatch(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
int
TclCommand_addRemoLayer(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
int
TclCommand_addRemoFiber(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
//Leo
int
TclModelBuilder_addRemoHFiber(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
int
TclCommand_addRemoGeomTransf(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
int
TclCommand_addFrictionModel(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
#ifdef OO_HYSTERETIC
int
TclCommand_addStiffnessDegradation(ClientData clientData,
Tcl_Interp *interp,
int argc, TCL_Char **argv);
int
TclCommand_addUnloadingRule(ClientData clientData,
Tcl_Interp *interp,
int argc, TCL_Char **argv);
int
TclCommand_addStrengthDegradation(ClientData clientData,
Tcl_Interp *interp,
int argc, TCL_Char **argv);
#endif
int
TclCommand_addHystereticBackbone(ClientData clientData,
Tcl_Interp *interp,
int argc, TCL_Char **argv);
int
TclCommand_addGroundMotion(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
/// added by ZHY
int
TclCommand_UpdateMaterialStage(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
int
TclCommand_UpdateMaterials(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
/// added by ZHY
int
TclCommand_UpdateParameter(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
////////////////gnp adding rayleigh //////////////////////////
int
TclCommand_addElementRayleigh(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
///////////////////////////////////////////////////////////////
// REMO
extern int
TclCommand_addPatch (ClientData clientData, Tcl_Interp *interp,
int argc, TCL_Char **argv,
TclModelBuilder *theTclBuilder);
extern int
TclCommand_addFiber (ClientData clientData, Tcl_Interp *interp,
int argc, TCL_Char **argv,
TclModelBuilder *theTclBuilder);
extern int
TclCommand_addHFiber (ClientData clientData, Tcl_Interp *interp,
int argc, TCL_Char **argv,
TclModelBuilder *theTclBuilder);
extern int
TclCommand_addReinfLayer (ClientData clientData, Tcl_Interp *interp,
int argc, TCL_Char **argv,
TclModelBuilder *theTclBuilder);
extern int
TclCommand_addGeomTransf(ClientData, Tcl_Interp *, int, TCL_Char **,
Domain*, TclModelBuilder *);
int
TclCommand_Package(ClientData clientData, Tcl_Interp *interp, int argc,
TCL_Char **argv);
// Added by Alborz Ghofrani - UW
int
TclCommand_GenerateInterfacePoints(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
int
TclCommand_GenerateToeInterfacePoints(ClientData clientData,
Tcl_Interp *interp,
int argc,
TCL_Char **argv);
//
// CLASS CONSTRUCTOR & DESTRUCTOR
//
// constructor: the constructor will add certain commands to the interpreter
TclModelBuilder::TclModelBuilder(Domain &theDomain, Tcl_Interp *interp, int NDM, int NDF)
:ModelBuilder(theDomain), ndm(NDM), ndf(NDF), theInterp(interp)
{
theSections = new ArrayOfTaggedObjects(32);
theSectionRepresents = new ArrayOfTaggedObjects(32);
#ifdef OO_HYSTERETIC
theStiffnessDegradations = new ArrayOfTaggedObjects(32);
theUnloadingRules = new ArrayOfTaggedObjects(32);
theStrengthDegradations = new ArrayOfTaggedObjects(32);
#endif
//theHystereticBackbones= new ArrayOfTaggedObjects(32);
theYieldSurface_BCs = new ArrayOfTaggedObjects(32);
theCycModels = new ArrayOfTaggedObjects(32); //!!
theYS_EvolutionModels = new ArrayOfTaggedObjects(32);
thePlasticMaterials = new ArrayOfTaggedObjects(32);
// call Tcl_CreateCommand for class specific commands
Tcl_CreateCommand(interp, "parameter", TclCommand_addParameter,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "addToParameter", TclCommand_addParameter,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "updateParameter", TclCommand_addParameter,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "node", TclCommand_addNode,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "element", TclCommand_addElement,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "PFEM2D", TclCommand_PFEM2D,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "PFEM3D", TclCommand_PFEM3D,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "mesh", TclCommand_mesh,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "remesh", TclCommand_remesh,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "background", &TclCommand_backgroundMesh,
(ClientData)NULL, (Tcl_CmdDeleteProc *)NULL);
Tcl_CreateCommand(interp, "uniaxialMaterial", TclCommand_addUniaxialMaterial,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "beamIntegration", TclCommand_addBeamIntegration,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "limitCurve", TclCommand_addLimitCurve,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "nDMaterial", TclCommand_addNDMaterial,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "section", TclCommand_addSection,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "yieldSurface_BC", TclCommand_addYieldSurface_BC,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "ysEvolutionModel", TclCommand_addYS_EvolutionModel,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "plasticMaterial", TclCommand_addYS_PlasticMaterial,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "cyclicModel", TclCommand_addCyclicModel,
(ClientData)NULL, NULL); //!!
Tcl_CreateCommand(interp, "damageModel", TclCommand_addDamageModel,
(ClientData)NULL, NULL); //!!
Tcl_CreateCommand(interp, "pattern", TclCommand_addPattern,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "timeSeries", TclCommand_addTimeSeries,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "load", TclCommand_addNodalLoad,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "eleLoad", TclCommand_addElementalLoad,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "mass", TclCommand_addNodalMass,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "fix", TclCommand_addHomogeneousBC,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "fixX", TclCommand_addHomogeneousBC_X,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "fixY", TclCommand_addHomogeneousBC_Y,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "fixZ", TclCommand_addHomogeneousBC_Z,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "sp", TclCommand_addSP,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "imposedMotion",
TclCommand_addImposedMotionSP,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "imposedSupportMotion",
TclCommand_addImposedMotionSP,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "groundMotion",
TclCommand_addGroundMotion,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "equalDOF", TclCommand_addEqualDOF_MP,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "equalDOF_Mixed", TclCommand_addEqualDOF_MP_Mixed,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "rigidLink", &TclCommand_RigidLink,
(ClientData)NULL, (Tcl_CmdDeleteProc *)NULL);
Tcl_CreateCommand(interp, "rigidDiaphragm", &TclCommand_RigidDiaphragm,
(ClientData)NULL, (Tcl_CmdDeleteProc *)NULL);
Tcl_CreateCommand(interp, "mp", TclCommand_addMP,
(ClientData)NULL, NULL);
// Added by Scott J. Brandenberg
Tcl_CreateCommand(interp, "PySimple1Gen", TclCommand_doPySimple1Gen,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "TzSimple1Gen", TclCommand_doTzSimple1Gen,
(ClientData)NULL, NULL);
// End added by SJB
// Added by Prishati Raychowdhury (UCSD)
Tcl_CreateCommand(interp, "ShallowFoundationGen", TclModelBuilder_doShallowFoundationGen,
(ClientData)NULL, NULL);
// End PRC
Tcl_CreateCommand(interp, "block2D", TclCommand_doBlock2D,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "block3D", TclCommand_doBlock3D,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "patch", TclCommand_addRemoPatch,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "layer", TclCommand_addRemoLayer,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "fiber", TclCommand_addRemoFiber,
(ClientData)NULL, NULL);
//LEO
Tcl_CreateCommand(interp, "Hfiber", TclModelBuilder_addRemoHFiber,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "geomTransf", TclCommand_addRemoGeomTransf,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "frictionModel",
TclCommand_addFrictionModel,
(ClientData)NULL, NULL);
#ifdef OO_HYSTERETIC
Tcl_CreateCommand(interp, "stiffnessDegradation",
TclCommand_addStiffnessDegradation,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "unloadingRule",
TclCommand_addUnloadingRule,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "strengthDegradation",
TclCommand_addStrengthDegradation,
(ClientData)NULL, NULL);
#endif
Tcl_CreateCommand(interp, "hystereticBackbone",
TclCommand_addHystereticBackbone,
(ClientData)NULL, NULL);
///new command for elast2plast in Multi-yield plasticity, by ZHY
Tcl_CreateCommand(interp, "updateMaterialStage",
TclCommand_UpdateMaterialStage,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "updateMaterials",
TclCommand_UpdateMaterials,
(ClientData)NULL, NULL);
///new command for updating properties of soil materials, by ZHY
//Tcl_CreateCommand(interp, "updateParameter",
// TclCommand_UpdateParameter,
// (ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "loadPackage", TclCommand_Package,
(ClientData)NULL, NULL);
////// gnp adding per element damping ///////////////////////////////
Tcl_CreateCommand(interp, "setElementRayleighFactors",
TclCommand_addElementRayleigh,
(ClientData)NULL, NULL);
/////////////////////////////////////////////////////////////////////
// Added by Alborz Ghofrani - UW
Tcl_CreateCommand(interp, "generateInterfacePoints",
TclCommand_GenerateInterfacePoints,
(ClientData)NULL, NULL);
Tcl_CreateCommand(interp, "generateToeInterfacePoints",
TclCommand_GenerateToeInterfacePoints,
(ClientData)NULL, NULL);
// set the static pointers in this file
theTclBuilder = this;
theTclDomain = &theDomain;
theTclLoadPattern = 0;
theTclMultiSupportPattern = 0;
TCL_OPS_setModelBuilder(this);
nodeLoadTag = 0;
eleArgStart = 0;
}
TclModelBuilder::~TclModelBuilder()
{
OPS_clearAllTimeSeries();
// OPS_clearAllUniaxialMaterial();
// OPS_clearAllNDMaterial();
// OPS_clearAllSectionForceDeformation();
OPS_clearAllCrdTransf();
OPS_clearAllFrictionModel();
OPS_clearAllLimitCurve();
OPS_clearAllDamageModel();
OPS_clearAllFrictionModel();
OPS_clearAllHystereticBackbone();
// OPS_clearAllNDMaterial();
theSections->clearAll();
theSectionRepresents->clearAll();
theYieldSurface_BCs->clearAll();
theYS_EvolutionModels->clearAll();
thePlasticMaterials->clearAll();
theCycModels->clearAll();//!!
#ifdef OO_HYSTERETIC
theStiffnessDegradations->clearAll();
theUnloadingRules->clearAll();
theStrengthDegradations->clearAll();
#endif
// theHystereticBackbones->clearAll();
// free up memory allocated in the constructor
delete theSections;
delete theSectionRepresents;
delete theYieldSurface_BCs;
delete theYS_EvolutionModels;
delete thePlasticMaterials;
delete theCycModels;//!!
#ifdef OO_HYSTERETIC
delete theStiffnessDegradations;
delete theUnloadingRules;
delete theStrengthDegradations;
#endif
// delete theHystereticBackbones;
// set the pointers to 0
theTclDomain =0;
theTclBuilder =0;
theTclLoadPattern =0;
theTclMultiSupportPattern = 0;
TCL_OPS_setModelBuilder(0);
// may possibly invoke Tcl_DeleteCommand() later
Tcl_DeleteCommand(theInterp, "parameter");
Tcl_DeleteCommand(theInterp, "addToParameter");
Tcl_DeleteCommand(theInterp, "updateParameter");
Tcl_DeleteCommand(theInterp, "node");
Tcl_DeleteCommand(theInterp, "element");
Tcl_DeleteCommand(theInterp, "PFEM2D");
Tcl_DeleteCommand(theInterp, "PFEM3D");
Tcl_DeleteCommand(theInterp, "mesh");
Tcl_DeleteCommand(theInterp, "remesh");
Tcl_DeleteCommand(theInterp, "background");
Tcl_DeleteCommand(theInterp, "uniaxialMaterial");
Tcl_DeleteCommand(theInterp, "nDMaterial");
Tcl_DeleteCommand(theInterp, "section");
Tcl_DeleteCommand(theInterp, "pattern");
Tcl_DeleteCommand(theInterp, "timeSeries");
Tcl_DeleteCommand(theInterp, "load");
Tcl_DeleteCommand(theInterp, "mass");
Tcl_DeleteCommand(theInterp, "fix");
Tcl_DeleteCommand(theInterp, "fixX");
Tcl_DeleteCommand(theInterp, "fixY");
Tcl_DeleteCommand(theInterp, "fixZ");
Tcl_DeleteCommand(theInterp, "sp");
Tcl_DeleteCommand(theInterp, "imposedSupportMotion");
Tcl_DeleteCommand(theInterp, "groundMotion");
Tcl_DeleteCommand(theInterp, "equalDOF");
Tcl_DeleteCommand(theInterp, "mp");
Tcl_DeleteCommand(theInterp, "PySimple1Gen"); // Added by Scott J. Brandenberg
Tcl_DeleteCommand(theInterp, "TzSimple1Gen"); // Added by Scott J. Brandenberg
Tcl_DeleteCommand(theInterp, "block2D");
Tcl_DeleteCommand(theInterp, "block3D");
Tcl_DeleteCommand(theInterp, "patch");
Tcl_DeleteCommand(theInterp, "layer");
Tcl_DeleteCommand(theInterp, "fiber");
Tcl_DeleteCommand(theInterp, "Hfiber"); //LEO
Tcl_DeleteCommand(theInterp, "geomTransf");
Tcl_DeleteCommand(theInterp, "updateMaterialStage");
Tcl_DeleteCommand(theInterp, "updateMaterials");
Tcl_DeleteCommand(theInterp, "frictionModel");
#ifdef OO_HYSTERETIC
Tcl_DeleteCommand(theInterp, "unloadingRule");
Tcl_DeleteCommand(theInterp, "stiffnessDegradation");
Tcl_DeleteCommand(theInterp, "strengthDegradation");
#endif
Tcl_DeleteCommand(theInterp, "hystereticBackbone");
Tcl_DeleteCommand(theInterp, "yieldSurface_BC");
Tcl_DeleteCommand(theInterp, "ysEvolutionModel");
Tcl_DeleteCommand(theInterp, "plasticMaterial");
Tcl_DeleteCommand(theInterp, "cyclicModel");
Tcl_DeleteCommand(theInterp, "damageModel");
Tcl_DeleteCommand(theInterp, "loadPackage");
Tcl_DeleteCommand(theInterp, "generateInterfacePoints"); // Added by Alborz Ghofrani - UW
Tcl_DeleteCommand(theInterp, "generateToeInterfacePoints"); // Added by Alborz Ghofrani - UW
}
//
// CLASS METHODS
//
int
TclModelBuilder::buildFE_Model(void)
{
// does nothing
return 0;
}
int
TclModelBuilder::getNDM(void) const
{
return ndm;
}
int
TclModelBuilder::getNDF(void) const
{
return ndf;
}
#ifdef OO_HYSTERETIC
int
TclModelBuilder::addStiffnessDegradation(StiffnessDegradation &theDegr)
{
bool result = theStiffnessDegradations->addComponent(&theDegr);
if (result == true)
return 0;
else {
opserr << "TclModelBuilder::addStiffnessDegradation() - failed to add StiffnessDegradation: " << theDegr;
return -1;
}
}
StiffnessDegradation*
TclModelBuilder::getStiffnessDegradation(int tag)
{
TaggedObject *mc = theStiffnessDegradations->getComponentPtr(tag);
if (mc == 0)
return 0;
// do a cast and return
StiffnessDegradation *result = (StiffnessDegradation *)mc;
return result;
}
int
TclModelBuilder::addUnloadingRule(UnloadingRule &theDegr)
{
bool result = theUnloadingRules->addComponent(&theDegr);
if (result == true)
return 0;
else {
opserr << "TclModelBuilder::addUnloadingRule() - failed to add UnloadingRule: " << theDegr;
return -1;
}
}
UnloadingRule*
TclModelBuilder::getUnloadingRule(int tag)
{
TaggedObject *mc = theUnloadingRules->getComponentPtr(tag);
if (mc == 0)
return 0;
// do a cast and return
UnloadingRule *result = (UnloadingRule *)mc;
return result;
}
int
TclModelBuilder::addStrengthDegradation(StrengthDegradation &theDegr)
{
bool result = theStrengthDegradations->addComponent(&theDegr);
if (result == true)
return 0;
else {
opserr << "TclModelBuilder::addStrengthDegradation() - failed to add StrengthDegradation: " << theDegr;
return -1;
}
}
StrengthDegradation*
TclModelBuilder::getStrengthDegradation(int tag)
{
TaggedObject *mc = theStrengthDegradations->getComponentPtr(tag);
if (mc == 0)
return 0;
// do a cast and return
StrengthDegradation *result = (StrengthDegradation *)mc;
return result;
}
#endif
/*
int
TclModelBuilder::addNDMaterial(NDMaterial &theMaterial)
{
bool result = theNDMaterials->addComponent(&theMaterial);
if (result == true)
return 0;
else {
opserr << "TclModelBuilder::addNDMaterial() - failed to add material: " << theMaterial;
return -1;
}
}
NDMaterial *
TclModelBuilder::getNDMaterial(int tag)
{
TaggedObject *mc = theNDMaterials->getComponentPtr(tag);
if (mc == 0)
return 0;
// otherweise we do a cast and return
NDMaterial *result = (NDMaterial *)mc;
return result;
}
*/
int
TclModelBuilder::addSection(SectionForceDeformation &theSection)
{
// bool result = theSections->addComponent(&theSection);
bool result = OPS_addSectionForceDeformation(&theSection);
if (result == true)
return 0;
else {
opserr << "TclModelBuilder::addSection() - failed to add section: " << theSection;
return -1;
}
}
SectionForceDeformation *
TclModelBuilder::getSection(int tag)
{
return OPS_getSectionForceDeformation(tag);
/*
TaggedObject *mc = theSections->getComponentPtr(tag);
if (mc == 0)
return 0;
// do a cast and return
SectionForceDeformation *result = (SectionForceDeformation *)mc;
return result;
*/
}
int
TclModelBuilder::addYS_EvolutionModel(YS_Evolution &theModel)
{
bool result = theYS_EvolutionModels->addComponent(&theModel);
if (result == true)
return 0;
else {
opserr << "TclModelBuilder::addYS_EvolutionModel() - failed to add model " << theModel;
return -1;
}
}
YS_Evolution *
TclModelBuilder::getYS_EvolutionModel(int tag)
{
TaggedObject *mc = theYS_EvolutionModels->getComponentPtr(tag);
if (mc == 0)
return 0;
// otherweise we do a cast and return
YS_Evolution *result = (YS_Evolution *)mc;
return result;
}
int
TclModelBuilder::addYieldSurface_BC(YieldSurface_BC &theYS)
{
// TaggedObject *mc = &theYS;
bool result = theYieldSurface_BCs->addComponent(&theYS);
if (result == true)
return 0;
else {
opserr << "TclModelBuilder::addYieldSurfaceBC() - failed to add YS: " << theYS;
return -1;
}
}
int //!!