xc
beam2d04.h
1 // -*-c++-*-
2 //----------------------------------------------------------------------------
3 // XC program; finite element analysis code
4 // for structural analysis and design.
5 //
6 // Copyright (C) Luis C. Pérez Tato
7 //
8 // This program derives from OpenSees <http://opensees.berkeley.edu>
9 // developed by the «Pacific earthquake engineering research center».
10 //
11 // Except for the restrictions that may arise from the copyright
12 // of the original program (see copyright_opensees.txt)
13 // XC is free software: you can redistribute it and/or modify
14 // it under the terms of the GNU General Public License as published by
15 // the Free Software Foundation, either version 3 of the License, or
16 // (at your option) any later version.
17 //
18 // This software is distributed in the hope that it will be useful, but
19 // WITHOUT ANY WARRANTY; without even the implied warranty of
20 // MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
21 // GNU General Public License for more details.
22 //
23 //
24 // You should have received a copy of the GNU General Public License
25 // along with this program.
26 // If not, see <http://www.gnu.org/licenses/>.
27 //----------------------------------------------------------------------------
28 /* ****************************************************************** **
29 ** OpenSees - Open System for Earthquake Engineering Simulation **
30 ** Pacific Earthquake Engineering Research Center **
31 ** **
32 ** **
33 ** (C) Copyright 1999, The Regents of the University of California **
34 ** All Rights Reserved. **
35 ** **
36 ** Commercial use of this program without express permission of the **
37 ** University of California, Berkeley, is strictly prohibited. See **
38 ** file 'COPYRIGHT' in main directory for information on usage and **
39 ** redistribution, and for a DISCLAIMER OF ALL WARRANTIES. **
40 ** **
41 ** Developed by: **
42 ** Frank McKenna (fmckenna@ce.berkeley.edu) **
43 ** Gregory L. Fenves (fenves@ce.berkeley.edu) **
44 ** Filip C. Filippou (filippou@ce.berkeley.edu) **
45 ** **
46 ** ****************************************************************** */
47 
48 // $Revision: 1.5 $
49 // $Date: 2003/02/14 23:01:05 $
50 // $Source: /usr/local/cvs/OpenSees/SRC/element/beam2d/beam2d04.h,v $
51 
52 
53 // File: ~/element/beam2d04.h
54 //
55 // Written: fmk 11/95
56 // Revised:
57 //
58 // Purpose: This file contains the class definition for beam2d04.
59 // beam2d04 is a plane frame member.
60 
61 #ifndef beam2d04_h
62 #define beam2d04_h
63 
64 #include "beam2d.h"
65 #include <utility/matrix/Matrix.h>
66 #include <utility/matrix/Vector.h>
67 
68 namespace XC {
69 class Channel;
70 
72 //
74 class beam2d04: public beam2d
75  {
76  private:
77  mutable double oneEA;
78  mutable double twoEI;
79  mutable double fourEI;
80  mutable double twelveEI;
81  mutable double sixEI;
82 
83  mutable Vector rForce;
84  mutable int isStiffFormed;
85 
86  static Matrix k;
87  static Matrix trans;
88 
89  const Matrix &getStiff(void) const;
90  void formVar(void) const;
91  protected:
92  int sendData(Communicator &);
93  int recvData(const Communicator &);
94  public:
95  beam2d04(int tag= 0);
96  beam2d04(int tag, double A, double E, double I, int Nd1, int Nd2);
97  Element *getCopy(void) const;
98 
99  int revertToLastCommit(void);
100 
101  const Matrix &getTangentStiff(void) const;
102  const Matrix &getInitialStiff(void) const;
103 
104  int addLoad(ElementalLoad *, double loadFactor);
105  int addInertiaLoadToUnbalance(const Vector &accel);
106 
107  const Vector &getResistingForce(void) const;
108  const Vector &getResistingForceIncInertia(void) const;
109 
110  int sendSelf(Communicator &);
111  int recvSelf(const Communicator &);
112 
113  void Print(std::ostream &s, int flag =0) const;
114  };
115 } // end of XC namespace
116 
117 #endif
118 
119 
Float vector abstraction.
Definition: Vector.h:94
Communication parameters between processes.
Definition: Communicator.h:66
int sendData(Communicator &)
Send object members through the communicator argument.
Definition: beam2d04.cpp:319
2D beam element.
Definition: beam2d.h:41
int recvData(const Communicator &)
Receives object members through the communicator argument.
Definition: beam2d04.cpp:326
const Vector & getResistingForce(void) const
Returns the resisting force vector for the element.
Definition: beam2d04.cpp:287
Base class for the finite elements.
Definition: Element.h:112
int sendSelf(Communicator &)
Send the object.
Definition: beam2d04.cpp:332
int recvSelf(const Communicator &)
Receive the object.
Definition: beam2d04.cpp:346
2D beam 04 element.
Definition: beam2d04.h:74
int revertToLastCommit(void)
Revert to the last committed state.
Definition: beam2d04.cpp:143
Element * getCopy(void) const
Virtual constructor.
Definition: beam2d04.cpp:97
const Vector & getResistingForceIncInertia(void) const
Returns the resisting force vector including inertia forces.
Definition: beam2d04.cpp:272
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
Matrix of floats.
Definition: Matrix.h:111
void Print(std::ostream &s, int flag=0) const
Print stuff.
Definition: beam2d04.cpp:366
Base class for loads over elements.
Definition: ElementalLoad.h:79
const Matrix & getTangentStiff(void) const
Return the tangent stiffness matrix.
Definition: beam2d04.cpp:148