int HHTGeneralized_TP::formUnbalance()
{
// get a pointer to the LinearSOE and the AnalysisModel
LinearSOE *theLinSOE = this->getLinearSOE();
AnalysisModel *theModel = this->getAnalysisModel();
if (theLinSOE == 0 || theModel == 0) {
opserr << "WARNING HHTGeneralized_TP::formUnbalance() - ";
opserr << "no LinearSOE or AnalysisModel has been set\n";
return -1;
}
theLinSOE->setB(*Put);
// do modal damping
const Vector *modalValues = theModel->getModalDampingFactors();
if (modalValues != 0) {
this->addModalDampingForce(modalValues);
}
if (this->formElementResidual() < 0) {
opserr << "WARNING HHTGeneralized_TP::formUnbalance ";
opserr << " - this->formElementResidual failed\n";
return -2;
}
if (this->formNodalUnbalance() < 0) {
opserr << "WARNING HHTGeneralized_TP::formUnbalance ";
opserr << " - this->formNodalUnbalance failed\n";
return -3;
}
return 0;
}
int
DisplacementControl::update(const Vector &dU)
{
if (theDofID == -1) {
opserr << "DisplacementControl::newStep() - domainChanged has not been called\n";
return -1;
}
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING DisplacementControl::update() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
(*deltaUbar) = dU; // have to do this as the SOE is gonna change
double dUabar = (*deltaUbar)(theDofID);
// determine dUhat
theLinSOE->setB(*phat);
theLinSOE->solve();
(*deltaUhat) = theLinSOE->getX();
double dUahat = (*deltaUhat)(theDofID);
if (dUahat == 0.0) {
opserr << "WARNING DisplacementControl::update() ";
opserr << "dUahat is zero -- zero reference displacement at control node DOF\n";
return -1;
}
// determine delta lambda(1) == dlambda
double dLambda = -dUabar/dUahat;
// determine delta U(i)
(*deltaU) = (*deltaUbar);
deltaU->addVector(1.0, *deltaUhat,dLambda);
// update dU and dlambda
(*deltaUstep) += *deltaU;
deltaLambdaStep += dLambda;
currentLambda += dLambda;
// update the model
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
if (theModel->updateDomain() < 0) {
opserr << "DisplacementControl::update - model failed to update for new dU\n";
return -1;
}
// set the X soln in linearSOE to be deltaU for convergence Test
theLinSOE->setX(*deltaU);
numIncrLastStep++;
return 0;
}
int
ArcLength::newStep(void)
{
// get pointers to AnalysisModel and LinearSOE
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING ArcLength::newStep() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
// get the current load factor
currentLambda = theModel->getCurrentDomainTime();
if (deltaLambdaStep < 0)
signLastDeltaLambdaStep = -1;
else
signLastDeltaLambdaStep = +1;
// determine dUhat
this->formTangent();
theLinSOE->setB(*phat);
if (theLinSOE->solve() < 0) {
opserr << "ArcLength::newStep(void) - failed in solver\n";
return -1;
}
(*deltaUhat) = theLinSOE->getX();
Vector &dUhat = *deltaUhat;
// determine delta lambda(1) == dlambda
double dLambda = sqrt(arcLength2/((dUhat^dUhat)+alpha2));
dLambda *= signLastDeltaLambdaStep; // base sign of load change
// on what was happening last step
deltaLambdaStep = dLambda;
currentLambda += dLambda;
// determine delta U(1) == dU
(*deltaU) = dUhat;
(*deltaU) *= dLambda;
(*deltaUstep) = (*deltaU);
// update model with delta lambda and delta U
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
theModel->updateDomain();
return 0;
}
int
ArcLength1::update(const Vector &dU)
{
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING ArcLength1::update() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
(*deltaUbar) = dU; // have to do this as the SOE is gonna change
// determine dUhat
theLinSOE->setB(*phat);
theLinSOE->solve();
(*deltaUhat) = theLinSOE->getX();
// determine delta lambda(i)
double a = (*deltaUstep)^(*deltaUbar);
double b = (*deltaUstep)^(*deltaUhat) + alpha2*deltaLambdaStep;
if (b == 0) {
opserr << "ArcLength1::update() - zero denominator,";
opserr << " alpha was set to 0.0 and zero reference load\n";
return -1;
}
double dLambda = -a/b;
// determine delta U(i)
(*deltaU) = (*deltaUbar);
deltaU->addVector(1.0, *deltaUhat,dLambda);
// update dU and dlambda
(*deltaUstep) += *deltaU;
deltaLambdaStep += dLambda;
currentLambda += dLambda;
// update the model
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
theModel->updateDomain();
// set the X soln in linearSOE to be deltaU for convergence Test
theLinSOE->setX(*deltaU);
return 0;
}
int
ArcLengthw::update(const Vector &dU)
{
ofstream factor;
factor.open("FS.dat",ios::app);
factor<<"insideupdate"<<endln;
//factor>>dU;
factor<<"insideupdate1"<<endln;
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING ArcLengthw::update() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
(*deltaUbar) = dU; // have to do this as the SOE is gonna change
// determine dUhat
theLinSOE->setB(*phat);
theLinSOE->solve();
(*deltaUhat) = theLinSOE->getX();
double dLambda = -((*phat)^(*deltaUbar))/((*phat)^(*deltaUhat));
(*deltaU) = (*deltaUbar);
deltaU->addVector(1.0, *deltaUhat,dLambda);
// update dU and dlambda
(*deltaUstep) += *deltaU;
deltaLambdaStep += dLambda;
currentLambda += dLambda;
// update the model
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
theModel->updateDomain();
// set the X soln in linearSOE to be deltaU for convergence Test
theLinSOE->setX(*deltaU);
return 0;
}
int
ArcLength::update(const Vector &dU)
{
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING ArcLength::update() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
(*deltaUbar) = dU; // have to do this as the SOE is gonna change
// determine dUhat
theLinSOE->setB(*phat);
theLinSOE->solve();
(*deltaUhat) = theLinSOE->getX();
// determine the coeeficients of our quadratic equation
double a = alpha2 + ((*deltaUhat)^(*deltaUhat));
double b = alpha2*deltaLambdaStep
+ ((*deltaUhat)^(*deltaUbar))
+ ((*deltaUstep)^(*deltaUhat));
b *= 2.0;
double c = 2*((*deltaUstep)^(*deltaUbar)) + ((*deltaUbar)^(*deltaUbar));
// check for a solution to quadratic
double b24ac = b*b - 4.0*a*c;
if (b24ac < 0) {
opserr << "ArcLength::update() - imaginary roots due to multiple instability";
opserr << " directions - initial load increment was too large\n";
opserr << "a: " << a << " b: " << b << " c: " << c << " b24ac: " << b24ac << endln;
return -1;
}
double a2 = 2.0*a;
if (a2 == 0.0) {
opserr << "ArcLength::update() - zero denominator";
opserr << " alpha was set to 0.0 and zero reference load\n";
return -2;
}
// determine the roots of the quadratic
double sqrtb24ac = sqrt(b24ac);
double dlambda1 = (-b + sqrtb24ac)/a2;
double dlambda2 = (-b - sqrtb24ac)/a2;
double val = (*deltaUhat)^(*deltaUstep);
double theta1 = ((*deltaUstep)^(*deltaUstep)) + ((*deltaUbar)^(*deltaUstep));
// double theta2 = theta1 + dlambda2*val;
theta1 += dlambda1*val;
// choose dLambda based on angle between incremental displacement before
// and after this step -- want positive
double dLambda;
if (theta1 > 0)
dLambda = dlambda1;
else
dLambda = dlambda2;
// determine delta U(i)
(*deltaU) = (*deltaUbar);
deltaU->addVector(1.0, *deltaUhat,dLambda);
// update dU and dlambda
(*deltaUstep) += *deltaU;
deltaLambdaStep += dLambda;
currentLambda += dLambda;
// update the model
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
theModel->updateDomain();
// set the X soln in linearSOE to be deltaU for convergence Test
theLinSOE->setX(*deltaU);
return 0;
}
int
KrylovAccelerator2::accelerate(Vector &vStar, LinearSOE &theSOE,
IncrementalIntegrator &theIntegrator)
{
const Vector &R = theSOE.getB();
int k = dimension;
// Store residual for differencing at next iteration
*(Av[k]) = R;
// If subspace is not empty
if (dimension > 0) {
// Compute Av_k = f(y_{k-1}) - f(y_k) = r_{k-1} - r_k
Av[k-1]->addVector(1.0, R, -1.0);
int i,j;
// Put subspace vectors into AvData
Matrix A(AvData, numEqns, k);
for (i = 0; i < k; i++) {
Vector &Ai = *(Av[i]);
for (j = 0; j < numEqns; j++)
A(j,i) = Ai(j);
}
for (i = 0; i < k; i++) {
for (int j = i+1; j < k; j++) {
double sum = 0.0;
double sumi = 0.0;
double sumj = 0.0;
for (int ii = 0; ii < numEqns; ii++) {
sum += A(ii,i)*A(ii,j);
sumi += A(ii,i)*A(ii,i);
sumj += A(ii,j)*A(ii,j);
}
sumi = sqrt(sumi);
sumj = sqrt(sumj);
sum = sum/(sumi*sumj);
//if (fabs(sum) > 0.99)
//opserr << sum << ' ' << i << ' ' << j << " ";
}
}
// Put residual vector into rData (need to save r for later!)
Vector B(rData, numEqns);
B = R;
// No transpose
char *trans = "N";
// The number of right hand side vectors
int nrhs = 1;
// Leading dimension of the right hand side vector
int ldb = (numEqns > k) ? numEqns : k;
// Subroutine error flag
int info = 0;
// Call the LAPACK least squares subroutine
#ifdef _WIN32
unsigned int sizeC = 1;
DGELS(trans, &sizeC, &numEqns, &k, &nrhs, AvData, &numEqns,
rData, &ldb, work, &lwork, &info);
#else
//SUBROUTINE DGELS( TRANS, M, N, NRHS, A, LDA, B, LDB, WORK, LWORK,
// $ INFO )
dgels_(trans, &numEqns, &k, &nrhs, AvData, &numEqns,
rData, &ldb, work, &lwork, &info);
#endif
// Check for error returned by subroutine
if (info < 0) {
opserr << "WARNING KrylovAccelerator2::accelerate() - \n";
opserr << "error code " << info << " returned by LAPACK dgels\n";
return info;
}
Vector Q(numEqns);
Q = R;
// Compute the correction vector
double cj;
for (j = 0; j < k; j++) {
// Solution to least squares is written to rData
cj = rData[j];
// Compute w_{k+1} = c_1 v_1 + ... + c_k v_k
vStar.addVector(1.0, *(v[j]), cj);
// Compute least squares residual
// q_{k+1} = r_k - (c_1 Av_1 + ... + c_k Av_k)
Q.addVector(1.0, *(Av[j]), -cj);
}
theSOE.setB(Q);
//opserr << "Q: " << Q << endln;
}
theSOE.solve();
vStar.addVector(1.0, theSOE.getX(), 1.0);
// Put accelerated vector into storage for next iteration
*(v[k]) = vStar;
dimension++;
return 0;
}
int
DisplacementControl::newStep(void)
{
if (theDofID == -1) {
opserr << "DisplacementControl::newStep() - domainChanged has not been called\n";
return -1;
}
// get pointers to AnalysisModel and LinearSOE
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING DisplacementControl::newStep() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
// determine increment for this iteration
double factor = specNumIncrStep/numIncrLastStep;
theIncrement *=factor;
if (theIncrement < minIncrement)
theIncrement = minIncrement;
else if (theIncrement > maxIncrement)
theIncrement = maxIncrement;
// get the current load factor
currentLambda = theModel->getCurrentDomainTime();
// determine dUhat
this->formTangent();
theLinSOE->setB(*phat);
if (theLinSOE->solve() < 0) {
opserr << "DisplacementControl::newStep(void) - failed in solver\n";
return -1;
}
(*deltaUhat) = theLinSOE->getX();
Vector &dUhat = *deltaUhat;
double dUahat = dUhat(theDofID);
if (dUahat == 0.0) {
opserr << "WARNING DisplacementControl::newStep() ";
opserr << "dUahat is zero -- zero reference displacement at control node DOF\n";
return -1;
}
// determine delta lambda(1) == dlambda
double dLambda = theIncrement/dUahat;
deltaLambdaStep = dLambda;
currentLambda += dLambda;
// opserr << "DisplacementControl: " << dUahat << " " << theDofID << endln;
// opserr << "DisplacementControl::newStep() : " << deltaLambdaStep << endln;
// determine delta U(1) == dU
(*deltaU) = dUhat;
(*deltaU) *= dLambda;
(*deltaUstep) = (*deltaU);
// update model with delta lambda and delta U
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
if (theModel->updateDomain() < 0) {
opserr << "DisplacementControl::newStep - model failed to update for new dU\n";
return -1;
}
numIncrLastStep = 0;
return 0;
}
int
DisplacementPath::newStep(void)
{
if (theDofID == -1) {
opserr << "DisplacementPath::newStep() - domainChanged has not been called\n";
return -1;
}
// get pointers to AnalysisModel and LinearSOE
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING DisplacementPath::newStep() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
// check theIncrementVector Vector
if ( theIncrementVector == 0 ) {
opserr << "DisplacementPath::newStep() - no theIncrementVector associated with object\n";
return -2;
}
// determine increment for this iteration
if (currentStep < theIncrementVector->Size()) {
theCurrentIncrement = (*theIncrementVector)(currentStep);
}
else {
theCurrentIncrement = 0.0;
opserr << "DisplacementPath::newStep() - reach the end of specified load path\n";
opserr << " - setting theCurrentIncrement = 0.0\n";
}
// get the current load factor
currentLambda = theModel->getCurrentDomainTime();
// determine dUhat and dUabar
this->formTangent();
this->formUnbalance();
(*deltaUbar) = theLinSOE->getX();
double dUabar = (*deltaUbar)(theDofID);
theLinSOE->setB(*phat);
if (theLinSOE->solve() < 0) {
opserr << "DisplacementControl::newStep(void) - failed in solver\n";
return -1;
}
(*deltaUhat) = theLinSOE->getX();
Vector &dUhat = *deltaUhat;
double dUahat = dUhat(theDofID);
//opserr << " newStep( ) " << endln;
//opserr << " theDofID = " << theDofID << endln;
//opserr << "dUahat = " << dUahat << endln;
if (dUahat == 0.0) {
opserr << "WARNING DisplacementPath::newStep() ";
opserr << "dUahat is zero -- zero reference displacement at control node DOF\n";
opserr << "currentStep = " << currentStep << endln; // add by zhong
opserr << " theCurrentIncrement = " << theCurrentIncrement << endln; // zhong
return -1;
}
// determine delta lambda(1) == dlambda
double dLambda = (theCurrentIncrement-dUabar)/dUahat;
deltaLambdaStep = dLambda;
currentLambda += dLambda;
// opserr << "DisplacementPath: " << dUahat << " " << theDofID << endln;
// opserr << "DisplacementPath::newStep() : " << deltaLambdaStep << endln;
// determine delta U(1) == dU
(*deltaU) = dUhat;
(*deltaU) *= dLambda;
(*deltaUstep) = (*deltaU);
// update model with delta lambda and delta U
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
if (theModel->updateDomain() < 0) {
opserr << "DisplacementPath::newStep - model failed to update for new dU\n";
return -1;
}
currentStep++;
return 0;
}
int
DisplacementPath::update(const Vector &dU)
{
// opserr << " update is invoked " << endln;
if (theDofID == -1) {
opserr << "DisplacementControl::newStep() - domainChanged has not been called\n";
return -1;
}
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING DisplacementPath::update() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
(*deltaUbar) = dU; // have to do this as the SOE is gonna change
double dUabar = (*deltaUbar)(theDofID);
// determine dUhat
theLinSOE->setB(*phat);
theLinSOE->solve();
(*deltaUhat) = theLinSOE->getX();
// add by zhong for check purpose
//int size = deltaUhat->Size();
//opserr << "\n size of deltaUhat = " << size << endln;
//for (int i=0; i<size; i++) {
// opserr << " dektaUhat(i) = " << (*deltaUhat)(i) << endln;
//}
// finish here
double dUahat = (*deltaUhat)(theDofID);
//opserr << " theDofID = " << theDofID << endln;
//opserr << "update( ) " << endln;
//opserr << "dUahat = " << dUahat << endln;
if (dUahat == 0.0) {
opserr << "WARNING DisplacementPath::update() ";
opserr << "dUahat is zero -- zero reference displacement at control node DOF\n";
return -1;
}
// determine delta lambda(1) == dlambda
double dLambda = -dUabar/dUahat;
// add by zhong
//opserr << "\n dUahat = " << dUahat << endln;
//opserr << " dUabar = " << dUabar << endln;
//opserr << " dLambda = " << dLambda << endln;
// finish
// determine delta U(i)
(*deltaU) = (*deltaUbar);
deltaU->addVector(1.0, *deltaUhat,dLambda);
// update dU and dlambda
(*deltaUstep) += *deltaU;
deltaLambdaStep += dLambda;
currentLambda += dLambda;
// update the model
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
if (theModel->updateDomain() < 0) {
opserr << "DisplacementPath::update - model failed to update for new dU\n";
return -1;
}
// set the X soln in linearSOE to be deltaU for convergence Test
theLinSOE->setX(*deltaU);
return 0;
}
int
ArcLengthw::newStep(void)
{
ofstream factor;
factor.open("factor.dat",ios::app);
// get pointers to AnalysisModel and LinearSOE
AnalysisModel *theModel = this->getAnalysisModel();
LinearSOE *theLinSOE = this->getLinearSOE();
if (theModel == 0 || theLinSOE == 0) {
opserr << "WARNING ArcLengthw::newStep() ";
opserr << "No AnalysisModel or LinearSOE has been set\n";
return -1;
}
// get the current load factor
currentLambda = theModel->getCurrentDomainTime();
factor<<"currentLambda"<<endln;
factor<<currentLambda<<endln;
// determine dUhat
this->formTangent();
theLinSOE->setB(*phat);
theLinSOE->solve();
(*deltaUhat) = theLinSOE->getX();
Vector &dUhat = *deltaUhat;
factor<<"dUhat"<<endln;
//factor>>dUhat;
int size = dUhat.Size();
int i = 0;
double sum = 0.0;
int Ji_1 = 0;
double dLambda = 0.0;
factor<<"dWibefore"<<endln;
factor<<dWi<<endln;
factor<<"*phat"<<endln;
//factor>>*phat;
factor<<"dUhat"<<endln;
//factor>>dUhat;
factor<<"iFactor"<<endln;
factor<<iFactor<<endln;
factor<<"Jd"<<endln;
factor<<Jd<<endln;
factor<<"iflag"<<endln;
factor<<iflag<<endln;
double dJd = Jd;
double dJi_1 = 1.0;
if( iflag == 0 ){
dWi = ( (*phat) ^ dUhat ) * iFactor * iFactor;
dLambda = iFactor;
iflag = 1;
}
else if( iflag == 1 ){
Ji_1 = 10; //theAlgo->getNumIteration();
dJi_1 = Ji_1;
dWi = dWi * pow(( dJd / dJi_1 ),0.01);
dLambda = dWi / ( (*phat)^(dUhat) );
}
if( Ji_1 >0){
factor<<"Jd/Ji-1"<<endln;
factor<<dJd/dJi_1<<endln;
}
factor<<"iflag"<<endln;
factor<<iflag<<endln;
factor<<"Ji_1"<<endln;
factor<<Ji_1<<endln;
factor<<"dWi"<<endln;
factor<<dWi<<endln;
deltaLambdaStep = dLambda;
currentLambda += dLambda;
(*deltaU) = dUhat;
(*deltaU) *= dLambda;
(*deltaUstep) = (*deltaU);
// update model with delta lambda and delta U
theModel->incrDisp(*deltaU);
theModel->applyLoadDomain(currentLambda);
theModel->updateDomain();
return 0;
}
int
NewmarkSensitivityIntegrator::formSensitivityRHS(int passedGradNumber)
{
sensitivityFlag = 1;
// Set a couple of data members
gradNumber = passedGradNumber;
// Get pointer to the SOE
LinearSOE *theSOE = this->getLinearSOE();
// Possibly set the independent part of the RHS
if (assemblyFlag != 0) {
theSOE->setB(independentRHS);
}
// 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;
}