Method setResponse

DEVELOPER/element/cpp/Truss2D.cpp:469–510

Response *
Truss2D::setResponse(const char **argv, int argc, OPS_Stream &output)
{
  Response *theResponse = 0;

  output.tag("ElementOutput");
  output.attr("eleType",this->getClassType());
  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],"dampingForce") == 0 || strcmp(argv[0],"dampingForces") == 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, 2, this->getResistingForce());
  } else if (strcmp(argv[0],"axialForce") ==0) 
      return new ElementResponse(this, 3, 0.0);

  output.endTag();
  return theResponse;
}