本文整理汇总了C++中FE_Element::getID方法的典型用法代码示例。如果您正苦于以下问题:C++ FE_Element::getID方法的具体用法?C++ FE_Element::getID怎么用?C++ FE_Element::getID使用的例子?那么, 这里精选的方法代码示例或许可以为您提供帮助。您也可以进一步了解该方法所在类FE_Element
的用法示例。
在下文中一共展示了FE_Element::getID方法的9个代码示例,这些例子默认根据受欢迎程度排序。您可以为喜欢或者感觉有用的代码点赞,您的评价将有助于系统推荐出更棒的C++代码示例。
示例1: while
int
IncrementalIntegrator::formTangent(int statFlag)
{
int result = 0;
statusFlag = statFlag;
if (theAnalysisModel == 0 || theSOE == 0) {
opserr << "WARNING IncrementalIntegrator::formTangent() -";
opserr << " no AnalysisModel or LinearSOE have been set\n";
return -1;
}
// zero the A matrix of the linearSOE
theSOE->zeroA();
// the loops to form and add the tangents are broken into two for
// efficiency when performing parallel computations - CHANGE
// loop through the FE_Elements adding their contributions to the tangent
FE_Element *elePtr;
FE_EleIter &theEles2 = theAnalysisModel->getFEs();
while((elePtr = theEles2()) != 0)
if (theSOE->addA(elePtr->getTangent(this),elePtr->getID()) < 0) {
opserr << "WARNING IncrementalIntegrator::formTangent -";
opserr << " failed in addA for ID " << elePtr->getID();
result = -3;
}
return result;
}
示例2: x
void
BandArpackSolver::myMv(int n, double *v, double *result)
{
Vector x(v, n);
Vector y(result,n);
y.Zero();
AnalysisModel *theAnalysisModel = theSOE->theModel;
// loop over the FE_Elements
FE_Element *elePtr;
FE_EleIter &theEles = theAnalysisModel->getFEs();
while((elePtr = theEles()) != 0) {
const Vector &b = elePtr->getM_Force(x, 1.0);
y.Assemble(b, elePtr->getID(), 1.0);
}
// loop over the DOF_Groups
DOF_Group *dofPtr;
DOF_GrpIter &theDofs = theAnalysisModel->getDOFs();
Integrator *theIntegrator = 0;
while ((dofPtr = theDofs()) != 0) {
const Vector &a = dofPtr->getM_Force(x,1.0);
y.Assemble(a,dofPtr->getID(),1.0);
}
}
示例3: theDofs
int
RitzIntegrator::formM()
{
if (theAnalysisModel == 0 || theSOE == 0) {
opserr << "WARNING RitzIntegrator::formM -";
opserr << " no AnalysisModel or EigenSOE has been set\n";
return -1;
}
// the loops to form and add the tangents are broken into two for
// efficiency when performing parallel computations
// loop through the FE_Elements getting them to form the tangent
// FE_EleIter &theEles1 = theAnalysisModel->getFEs();
FE_Element *elePtr;
flagK = 1;
theSOE->zeroM();
// while((elePtr = theEles1()) != 0)
// elePtr->formTangent(this);
// loop through the FE_Elements getting them to add the tangent
int result = 0;
FE_EleIter &theEles2 = theAnalysisModel->getFEs();
while((elePtr = theEles2()) != 0) {
if (theSOE->addM(elePtr->getTangent(this), elePtr->getID()) < 0) {
opserr << "WARNING RitzIntegrator::formM -";
opserr << " failed in addM for ID " << elePtr->getID();
result = -2;
}
}
DOF_Group *dofPtr;
DOF_GrpIter &theDofs = theAnalysisModel->getDOFs();
while((dofPtr = theDofs()) != 0) {
// dofPtr->formTangent(this);
if (theSOE->addM(dofPtr->getTangent(this),dofPtr->getID()) < 0) {
opserr << "WARNING RitzIntegrator::formM -";
opserr << " failed in addM for ID " << dofPtr->getID();
result = -3;
}
}
return result;
}
示例4: formElementResidual
int AlphaOSGeneralized::formElementResidual(void)
{
// calculate Residual Force
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theSOE = this->getLinearSOE();
// loop through the FE_Elements and add the residual
FE_Element *elePtr;
FE_EleIter &theEles = theModel->getFEs();
while((elePtr = theEles()) != 0) {
if (theSOE->addB(elePtr->getResidual(this), elePtr->getID()) < 0) {
opserr << "WARNING AlphaOSGeneralized::formElementResidual -";
opserr << " failed in addB for ID " << elePtr->getID();
return -1;
}
if (alphaF < 1.0) {
if (statusFlag == CURRENT_TANGENT) {
if (theSOE->addB(elePtr->getK_Force(*Ut-*Upt), elePtr->getID(), alphaF-1.0) < 0) {
opserr << "WARNING AlphaOSGeneralized::formElementResidual -";
opserr << " failed in addB for ID " << elePtr->getID();
return -2;
}
} else if (statusFlag == INITIAL_TANGENT) {
if (theSOE->addB(elePtr->getKi_Force(*Ut-*Upt), elePtr->getID(), alphaF-1.0) < 0) {
opserr << "WARNING AlphaOSGeneralized::formElementResidual -";
opserr << " failed in addB for ID " << elePtr->getID();
return -2;
}
}
}
}
return 0;
}
示例5: while
int
TransientIntegrator::formTangent(int statFlag)
{
int result = 0;
statusFlag = statFlag;
LinearSOE *theLinSOE = this->getLinearSOE();
AnalysisModel *theModel = this->getAnalysisModel();
if (theLinSOE == 0 || theModel == 0) {
opserr << "WARNING TransientIntegrator::formTangent() ";
opserr << "no LinearSOE or AnalysisModel has been set\n";
return -1;
}
// the loops to form and add the tangents are broken into two for
// efficiency when performing parallel computations
theLinSOE->zeroA();
// loop through the DOF_Groups and add the unbalance
DOF_GrpIter &theDOFs = theModel->getDOFs();
DOF_Group *dofPtr;
while ((dofPtr = theDOFs()) != 0) {
if (theLinSOE->addA(dofPtr->getTangent(this),dofPtr->getID()) <0) {
opserr << "TransientIntegrator::formTangent() - failed to addA:dof\n";
result = -1;
}
}
// loop through the FE_Elements getting them to add the tangent
FE_EleIter &theEles2 = theModel->getFEs();
FE_Element *elePtr;
while((elePtr = theEles2()) != 0) {
if (theLinSOE->addA(elePtr->getTangent(this),elePtr->getID()) < 0) {
opserr << "TransientIntegrator::formTangent() - failed to addA:ele\n";
result = -2;
}
}
return result;
}
示例6: theEigenvalues
int
DirectIntegrationAnalysis::eigen(int numMode, bool generalized)
{
if (theAnalysisModel == 0 || theEigenSOE == 0) {
opserr << "WARNING DirectIntegrationAnalysis::eigen() - no EigenSOE has been set\n";
return -1;
}
int result = 0;
Domain *the_Domain = this->getDomainPtr();
result = theAnalysisModel->eigenAnalysis(numMode, generalized);
int stamp = the_Domain->hasDomainChanged();
if (stamp != domainStamp) {
domainStamp = stamp;
result = this->domainChanged();
if (result < 0) {
opserr << "DirectIntegrationAnalysis::eigen() - domainChanged failed";
return -1;
}
}
//
// zero A and M
//
theEigenSOE->zeroA();
theEigenSOE->zeroM();
//
// form K
//
FE_EleIter &theEles = theAnalysisModel->getFEs();
FE_Element *elePtr;
while((elePtr = theEles()) != 0) {
elePtr->zeroTangent();
elePtr->addKtToTang(1.0);
if (theEigenSOE->addA(elePtr->getTangent(0), elePtr->getID()) < 0) {
opserr << "WARNING DirectIntegrationAnalysis::eigen() -";
opserr << " failed in addA for ID " << elePtr->getID();
result = -2;
}
}
//
// if generalized is true, form M
//
if (generalized == true) {
int result = 0;
FE_EleIter &theEles2 = theAnalysisModel->getFEs();
while((elePtr = theEles2()) != 0) {
elePtr->zeroTangent();
elePtr->addMtoTang(1.0);
if (theEigenSOE->addM(elePtr->getTangent(0), elePtr->getID()) < 0) {
opserr << "WARNING DirectIntegrationAnalysis::eigen() -";
opserr << " failed in addA for ID " << elePtr->getID();
result = -2;
}
}
DOF_Group *dofPtr;
DOF_GrpIter &theDofs = theAnalysisModel->getDOFs();
while((dofPtr = theDofs()) != 0) {
dofPtr->zeroTangent();
dofPtr->addMtoTang(1.0);
if (theEigenSOE->addM(dofPtr->getTangent(0),dofPtr->getID()) < 0) {
opserr << "WARNING DirectIntegrationAnalysis::eigen() -";
opserr << " failed in addM for ID " << dofPtr->getID();
result = -3;
}
}
}
//
// solve for the eigen values & vectors
//
if (theEigenSOE->solve(numMode, generalized) < 0) {
opserr << "WARNING DirectIntegrationAnalysis::eigen() - EigenSOE failed in solve()\n";
return -4;
}
//
// now set the eigenvalues and eigenvectors in the model
//
theAnalysisModel->setNumEigenvectors(numMode);
Vector theEigenvalues(numMode);
for (int i = 1; i <= numMode; i++) {
theEigenvalues[i-1] = theEigenSOE->getEigenvalue(i);
theAnalysisModel->setEigenvector(i, theEigenSOE->getEigenvector(i));
}
theAnalysisModel->setEigenvalues(theEigenvalues);
//.........这里部分代码省略.........
示例7: MapOfTaggedObjects
Graph &
AnalysisModel::getDOFGraph(void)
{
if (myDOFGraph == 0) {
int numVertex = this->getNumDOF_Groups();
// myDOFGraph = new Graph(numVertex);
MapOfTaggedObjects *graphStorage = new MapOfTaggedObjects();
myDOFGraph = new Graph(*graphStorage);
//
// create a vertex for each dof
//
DOF_Group *dofPtr =0;
DOF_GrpIter &theDOFs = this->getDOFs();
while ((dofPtr = theDOFs()) != 0) {
const ID &id = dofPtr->getID();
int size = id.Size();
for (int i=0; i<size; i++) {
int dofTag = id(i);
if (dofTag >= START_EQN_NUM) {
Vertex *vertexPtr = myDOFGraph->getVertexPtr(dofTag);
if (vertexPtr == 0) {
Vertex *vertexPtr = new Vertex(dofTag, dofTag);
if (vertexPtr == 0) {
opserr << "WARNING AnalysisModel::getDOFGraph";
opserr << " - Not Enough Memory to create " << i+1 << "th Vertex\n";
return *myDOFGraph;
}
if (myDOFGraph->addVertex(vertexPtr, false) == false) {
opserr << "WARNING AnalysisModel::getDOFGraph - error adding vertex\n";
return *myDOFGraph;
}
}
}
}
}
// now add the edges, by looping over the FE_elements, getting their
// IDs and adding edges between DOFs for equation numbers >= START_EQN_NUM
FE_Element *elePtr =0;
FE_EleIter &eleIter = this->getFEs();
int cnt = 0;
while((elePtr = eleIter()) != 0) {
const ID &id = elePtr->getID();
cnt++;
int size = id.Size();
for (int i=0; i<size; i++) {
int eqn1 = id(i);
// if eqnNum of DOF is a valid eqn number add an edge
// to all other DOFs with valid eqn numbers.
if (eqn1 >=START_EQN_NUM) {
for (int j=i+1; j<size; j++) {
int eqn2 = id(j);
if (eqn2 >=START_EQN_NUM)
myDOFGraph->addEdge(eqn1-START_EQN_NUM+START_VERTEX_NUM,
eqn2-START_EQN_NUM+START_VERTEX_NUM);
}
}
}
}
}
return *myDOFGraph;
}
示例8: x
void
ArpackSolver::myMv(int n, double *v, double *result)
{
Vector x(v, n);
Vector y(result,n);
bool mDiagonal = theArpackSOE->mDiagonal;
if (mDiagonal == true) {
int Msize = theArpackSOE->Msize;
double *M = theArpackSOE->M;
/* for output
DataFileStream dataStream("M.txt");
dataStream.open();
for (int i=0; i<n; i++)
dataStream << M[i] << endln;
dataStream.close();
*/
if (n <= Msize) {
for (int i=0; i<n; i++)
result[i] = M[i]*v[i];
} else {
opserr << "ArpackSolver::myMv() n > Msize!\n";
return;
}
} else {
y.Zero();
AnalysisModel *theAnalysisModel = theArpackSOE->theModel;
// loop over the FE_Elements
FE_Element *elePtr;
FE_EleIter &theEles = theAnalysisModel->getFEs();
while((elePtr = theEles()) != 0) {
const Vector &b = elePtr->getM_Force(x, 1.0);
y.Assemble(b, elePtr->getID(), 1.0);
}
// loop over the DOF_Groups
DOF_Group *dofPtr;
DOF_GrpIter &theDofs = theAnalysisModel->getDOFs();
while ((dofPtr = theDofs()) != 0) {
const Vector &a = dofPtr->getM_Force(x,1.0);
y.Assemble(a, dofPtr->getID(), 1.0);
}
}
// if paallel we have to merge the results
int processID = theArpackSOE->processID;
if (processID != -1) {
Channel **theChannels = theArpackSOE->theChannels;
int numChannels = theArpackSOE->numChannels;
if (processID != 0) {
theChannels[0]->sendVector(0, 0, y);
theChannels[0]->recvVector(0, 0, y);
} else {
Vector other(workArea, n);
// recv contribution from remote & add
for (int i=0; i<numChannels; i++) {
theChannels[i]->recvVector(0,0,other);
y += other;
}
// send result back
for (int i=0; i<numChannels; i++) {
theChannels[i]->sendVector(0,0,y);
}
}
}
}
示例9: while
int
PFEMIntegrator::formSensitivityRHS(int passedGradNumber)
{
sensitivityFlag = 1;
// Set a couple of data members
gradNumber = passedGradNumber;
// Get pointer to the SOE
LinearSOE *theSOE = this->getLinearSOE();
// Get the analysis model
AnalysisModel *theModel = this->getAnalysisModel();
// Randomness in external load (including randomness in time series)
// Get domain
Domain *theDomain = theModel->getDomainPtr();
// Loop through nodes to zero the unbalaced load
Node *nodePtr;
NodeIter &theNodeIter = theDomain->getNodes();
while ((nodePtr = theNodeIter()) != 0)
nodePtr->zeroUnbalancedLoad();
// Loop through load patterns to add external load sensitivity
LoadPattern *loadPatternPtr;
LoadPatternIter &thePatterns = theDomain->getLoadPatterns();
double time;
while((loadPatternPtr = thePatterns()) != 0) {
time = theDomain->getCurrentTime();
loadPatternPtr->applyLoadSensitivity(time);
}
// Randomness in element/material contributions
// Loop through FE elements
FE_Element *elePtr;
FE_EleIter &theEles = theModel->getFEs();
while((elePtr = theEles()) != 0) {
theSOE->addB( elePtr->getResidual(this), elePtr->getID() );
}
// Loop through DOF groups (IT IS IMPORTANT THAT THIS IS DONE LAST!)
DOF_Group *dofPtr;
DOF_GrpIter &theDOFs = theModel->getDOFs();
while((dofPtr = theDOFs()) != 0) {
theSOE->addB( dofPtr->getUnbalance(this), dofPtr->getID() );
}
// Reset the sensitivity flag
sensitivityFlag = 0;
return 0;
}