NewElement.cppGo to the documentation of this file.00001 /* ****************************************************************** ** 00002 ** OpenSees - Open System for Earthquake Engineering Simulation ** 00003 ** Pacific Earthquake Engineering Research Center ** 00004 ** ** 00005 ** ** 00006 ** (C) Copyright 1999, The Regents of the University of California ** 00007 ** All Rights Reserved. ** 00008 ** ** 00009 ** Commercial use of this program without express permission of the ** 00010 ** University of California, Berkeley, is strictly prohibited. See ** 00011 ** file 'COPYRIGHT' in main directory for information on usage and ** 00012 ** redistribution, and for a DISCLAIMER OF ALL WARRANTIES. ** 00013 ** ** 00014 ** Developed by: ** 00015 ** Frank McKenna (fmckenna@ce.berkeley.edu) ** 00016 ** Gregory L. Fenves (fenves@ce.berkeley.edu) ** 00017 ** Filip C. Filippou (filippou@ce.berkeley.edu) ** 00018 ** ** 00019 ** ****************************************************************** */ 00020 00021 // $Revision: 1.7 $ 00022 // $Date: 2006/09/05 21:02:06 $ 00023 // $Source: /usr/local/cvs/OpenSees/SRC/element/NewElement.cpp,v $ 00024 00025 // Written: fmk 00026 // Created: 08/01 00027 // 00028 // Description: This file contains the implementation for the NewElement class. 00029 // 00030 // What: "@(#) NewElement.cpp, revA" 00031 00032 #include "NewElement.h" 00033 #include <Information.h> 00034 #include <ElementResponse.h> 00035 00036 #include <Domain.h> 00037 #include <Node.h> 00038 #include <Channel.h> 00039 #include <FEM_ObjectBroker.h> 00040 #include <Renderer.h> 00041 #include <OPS_Globals.h> 00042 #include <OPS_Stream.h> 00043 00044 static int NUM_NODE =2; 00045 static int NUM_DOF =4; 00046 00047 // constructors: 00048 NewElement::NewElement(int tag) 00049 :Element(tag,ELE_TAG_NewElement), 00050 connectedExternalNodes(2), theMatrix(NUM_DOF, NUM_DOF), theVector(NUM_DOF) 00051 { 00052 00053 } 00054 00055 NewElement::NewElement() 00056 :Element(0,ELE_TAG_NewElement), 00057 connectedExternalNodes(2), theMatrix(NUM_DOF, NUM_DOF), theVector(NUM_DOF) 00058 { 00059 00060 } 00061 00062 // destructor: 00063 NewElement::~NewElement() 00064 { 00065 00066 } 00067 00068 00069 int 00070 NewElement::getNumExternalNodes(void) const 00071 { 00072 return NUM_NODE; 00073 } 00074 00075 const ID & 00076 NewElement::getExternalNodes(void) 00077 { 00078 return connectedExternalNodes; 00079 } 00080 00081 Node ** 00082 NewElement::getNodePtrs(void) 00083 { 00084 return 0; 00085 } 00086 00087 int 00088 NewElement::getNumDOF(void) 00089 { 00090 return NUM_DOF; 00091 } 00092 00093 00094 void 00095 NewElement::setDomain(Domain *theDomain) 00096 { 00097 // call the base class method 00098 this->DomainComponent::setDomain(theDomain); 00099 00100 } 00101 00102 00103 int 00104 NewElement::commitState() 00105 { 00106 int retVal = 0; 00107 00108 // call the base class method 00109 retVal = this->Element::commitState(); 00110 if (retVal < 0) { 00111 opserr << "NewElement::commitState() - failed in base class\n"; 00112 return retVal; 00113 } 00114 00115 return retVal; 00116 } 00117 00118 int 00119 NewElement::revertToLastCommit() 00120 { 00121 return 0; 00122 } 00123 00124 int 00125 NewElement::revertToStart() 00126 { 00127 return 0; 00128 } 00129 00130 int 00131 NewElement::update(void) 00132 { 00133 return 0; 00134 } 00135 00136 00137 const Matrix & 00138 NewElement::getTangentStiff(void) 00139 { 00140 return theMatrix; 00141 } 00142 00143 const Matrix & 00144 NewElement::getInitialStiff(void) 00145 { 00146 return theMatrix; 00147 } 00148 00149 void 00150 NewElement::zeroLoad(void) 00151 { 00152 return; 00153 } 00154 00155 int 00156 NewElement::addLoad(const Vector &addP) 00157 { 00158 return 0; 00159 } 00160 00161 int 00162 NewElement::addInertiaLoadToUnbalance(const Vector &accel) 00163 { 00164 return 0; 00165 } 00166 00167 const Vector & 00168 NewElement::getResistingForce() 00169 { 00170 return theVector; 00171 } 00172 00173 00174 const Vector & 00175 NewElement::getResistingForceIncInertia() 00176 { 00177 return theVector; 00178 } 00179 00180 00181 int 00182 NewElement::sendSelf(int commitTag, Channel &theChannel) 00183 { 00184 return -1; 00185 } 00186 00187 int 00188 NewElement::recvSelf(int commitTag, Channel &theChannel, FEM_ObjectBroker &theBroker) 00189 { 00190 return -1; 00191 } 00192 00193 00194 int 00195 NewElement::displaySelf(Renderer &theViewer, int displayMode, float fact) 00196 { 00197 return 0; 00198 } 00199 00200 00201 void 00202 NewElement::Print(OPS_Stream &s, int flag) 00203 { 00204 return; 00205 } 00206 00207 00208 Response* 00209 NewElement::setResponse(const char **argv, int argc, Information &eleInfo, OPS_Stream &S) 00210 { 00211 return this->Element::setResponse(argv, argc, eleInfo, S); 00212 } 00213 00214 00215 int 00216 NewElement::getResponse(int responseID, Information &eleInfo) 00217 { 00218 return this->Element::getResponse(responseID, eleInfo); 00219 } 00220 00221 00222 int 00223 NewElement::setParameter(const char **argv, int argc, Parameter ¶m) 00224 { 00225 return 0; 00226 } 00227 00228 00229 int 00230 NewElement::updateParameter(int parameterID, Information &info) 00231 { 00232 return -1; 00233 }
Generated on Mon Oct 23 15:05:08 2006 for OpenSees by |
opensees-support @ berkeley.edu
Supported by the National Science Foundation
©2006, UC Regents