Method setResponse

SRC/element/shell/ShellDKGT.cpp:552–686

}

Response*
ShellDKGT::setResponse(const char **argv, int argc, OPS_Stream &output)
{
  Response *theResponse = 0;

  output.tag("ElementOutput");

  output.attr("eleType", "ShellDKGT");
  output.attr("eleTag",this->getTag());
  int numNodes = this->getNumExternalNodes();
  const ID &nodes = this->getExternalNodes();
  static char nodeData[32];                          

  for (int i=0; i<numNodes; i++) {
    sprintf(nodeData,"node%d",i+1);
    output.attr(nodeData,nodes(i));
  }

  if (strcmp(argv[0],"force") == 0 || strcmp(argv[0],"forces") == 0 ||
      strcmp(argv[0],"globalForce") == 0 || strcmp(argv[0],"globalForces") == 0) {
    const Vector &force = this->getResistingForce();
    int size = force.Size();
    for (int i=0; i<size; i++) {
      sprintf(nodeData,"P%d",i+1);
      output.tag("ResponseType",nodeData);
    }
    theResponse = new ElementResponse(this, 1, this->getResistingForce());
  } 

  else if (strcmp(argv[0],"material") == 0 || strcmp(argv[0],"Material") == 0 ||
	   strcmp(argv[0],"section") == 0) {
    if (argc < 2) {
      opserr << "ShellDKGT::setResponse() - need to specify more data\n";
      return 0;
    }
    int pointNum = atoi(argv[1]);
    if (pointNum > 0 && pointNum <= 4) {                   
      
      output.tag("GaussPoint");
      output.attr("number",pointNum);
      output.attr("eta",sg[pointNum-1]);
      output.attr("neta",tg[pointNum-1]);
      
      theResponse =  materialPointers[pointNum-1]->setResponse(&argv[2], argc-2, output);
      
      output.endTag();
    }

  } else if (strcmp(argv[0],"stresses") ==0) {

    for (int i=0; i<4; i++) {
      output.tag("GaussPoint");
      output.attr("number",i+1);
      output.attr("eta",sg[i]);
      output.attr("neta",tg[i]);
      
      output.tag("SectionForceDeformation");
      output.attr("classType", materialPointers[i]->getClassTag());