Method setResponse

SRC/element/dispBeamColumnInt/FiberSection2dInt.cpp:3329–3738

Response*
FiberSection2dInt::setResponse(const char **argv, int argc, OPS_Stream &output)	
{
  const ID &type = this->getType();
  int typeSize = this->getOrder();
  
  Response *theResponse =0;
  
  output.tag("SectionOutput");
  output.attr("secType", this->getClassType());
  output.attr("secTag", this->getTag());

  // deformations
  if (strcmp(argv[0],"deformations") == 0 || strcmp(argv[0],"deformation") == 0) {
    for (int i=0; i<typeSize; i++) {
      int code = type(i);
      switch (code){
      case SECTION_RESPONSE_MZ:
	output.tag("ResponseType","kappaZ");
	break;
      case SECTION_RESPONSE_P:
	output.tag("ResponseType","eps");
	break;
      case SECTION_RESPONSE_VY:
	output.tag("ResponseType","gammaY");
	break;
      case SECTION_RESPONSE_MY:
	output.tag("ResponseType","kappaY");
	break;
      case SECTION_RESPONSE_VZ:
	output.tag("ResponseType","gammaZ");
	break;
      case SECTION_RESPONSE_T:
	output.tag("ResponseType","theta");
	break;
      default:
	output.tag("ResponseType","Unknown");
      }
    }
    theResponse =  new MaterialResponse(this, 1, this->getSectionDeformation());
    return theResponse;
  
  // forces
  } else if (strcmp(argv[0],"forces") == 0 || strcmp(argv[0],"force") == 0) {
    for (int i=0; i<typeSize; i++) {
      int code = type(i);
      switch (code){
      case SECTION_RESPONSE_MZ:
	output.tag("ResponseType","Mz");
	break;
      case SECTION_RESPONSE_P:
	output.tag("ResponseType","P");
	break;
      case SECTION_RESPONSE_VY:
	output.tag("ResponseType","Vy");
	break;
      case SECTION_RESPONSE_MY:
	output.tag("ResponseType","My");