xc
beam2d03.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 //
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9 // developed by the «Pacific earthquake engineering research center».
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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 **
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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: 1.6 $
49 // $Date: 2005/10/20 23:52:11 $
50 // $Source: /usr/local/cvs/OpenSees/SRC/element/beam2d/beam2d03.h,v $
51 
52 
53 // File: ~/element/beam2d03.h
54 //
55 // Written: fmk 11/95
56 // Revised:
57 //
58 // Purpose: This file contains the class definition for beam2d03.
59 // beam2d03 is a plane frame member.
60 
61 #ifndef beam2d03_h
62 #define beam2d03_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 beam2d03: public beam2d
75  {
76  private:
77  Matrix k;
78 
79  mutable Vector rForce;
80  Matrix trans;
81 
82  const Matrix &getStiff(void);
83  protected:
84  int sendData(Communicator &);
85  int recvData(const Communicator &);
86  public:
87  beam2d03(int tag= 0);
88  beam2d03(int tag, double A, double E, double I, int Nd1, int Nd2);
89  Element *getCopy(void) const;
90 
91  void setDomain(Domain *theDomain);
92  int revertToLastCommit(void);
93 
94  const Matrix &getTangentStiff(void) const;
95  const Matrix &getInitialStiff(void) const;
96 
97  int addLoad(ElementalLoad *, double loadFactor);
98  int addInertiaLoadToUnbalance(const Vector &accel);
99 
100  const Vector &getResistingForce(void) const;
101  const Vector &getResistingForceIncInertia(void) const;
102 
103  int sendSelf(Communicator &);
104  int recvSelf(const Communicator &);
105 
106  void Print(std::ostream &s, int flag =0) const;
107 
108  };
109 } // end of XC namespace
110 
111 #endif
112 
113 
int recvData(const Communicator &)
Receives members through the communicator argument.
Definition: beam2d03.cpp:292
Float vector abstraction.
Definition: Vector.h:94
Communication parameters between processes.
Definition: Communicator.h:66
int recvSelf(const Communicator &)
Receive the object.
Definition: beam2d03.cpp:314
2D beam element.
Definition: beam2d.h:41
Base class for the finite elements.
Definition: Element.h:112
const Matrix & getTangentStiff(void) const
Return the tangent stiffness matrix.
Definition: beam2d03.cpp:216
int sendSelf(Communicator &)
Send the object.
Definition: beam2d03.cpp:301
void Print(std::ostream &s, int flag=0) const
Print stuff.
Definition: beam2d03.cpp:329
int revertToLastCommit(void)
Revert to the last committed state.
Definition: beam2d03.cpp:100
Element * getCopy(void) const
Virtual constructor.
Definition: beam2d03.cpp:97
const Vector & getResistingForceIncInertia(void) const
Returns the resisting force vector including inertia forces.
Definition: beam2d03.cpp:269
2D beam 03 element.
Definition: beam2d03.h:74
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
void setDomain(Domain *theDomain)
Sets the domain for the element.
Definition: beam2d03.cpp:105
Matrix of floats.
Definition: Matrix.h:111
int sendData(Communicator &)
Send members through the communicator argument.
Definition: beam2d03.cpp:282
const Vector & getResistingForce(void) const
Returns the resisting force vector for the element.
Definition: beam2d03.cpp:247
Base class for loads over elements.
Definition: ElementalLoad.h:79
Domain (mesh and boundary conditions) of the finite element model.
Definition: Domain.h:117