xc
Beam2dPointLoad.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: 1.3 $
49 // $Date: 2003/02/14 23:00:57 $
50 // $Source: /usr/local/cvs/OpenSees/SRC/domain/load/beam_loads/Beam2dPointLoad.h,v $
51 
52 #ifndef Beam2dPointLoad_h
53 #define Beam2dPointLoad_h
54 
55 // Written: fmk
56 
57 // Purpose: This file contains the class definition for Beam2dPointLoad.
58 
59 #include "domain/load/beam_loads/BeamPointLoad.h"
60 
61 namespace XC {
62 
63 class FVector;
64 
66 //
69  {
70  private:
71  static Vector data;
72  protected:
73 
74  public:
75  Beam2dPointLoad(int tag, double Pt, double x,const ID &theElementTags, double Pa = 0.0);
76  Beam2dPointLoad(int tag);
77  Beam2dPointLoad(void);
78 
79  inline const double &pTrans(void) const
80  { return Trans; }
81  inline const double &pAxial(void) const
82  { return Axial; }
83  const Vector &getData(int &type, const double &loadFactor) const;
84 
85  size_t getForceVectorDimension(void) const;
86  size_t getMomentVectorDimension(void) const;
87  virtual Vector getLocalForce(void) const;
88  virtual Vector getLocalMoment(void) const;
89  const Matrix &getLocalForces(void) const;
90  const Matrix &getLocalMoments(void) const;
91 
92  const Matrix &getAppliedSectionForces(const double &L,const XC::Matrix &xi,const double &loadFactor) const;
93  void addReactionsInBasicSystem(const std::vector<double> &,const double &,FVector &) const;
94  void addFixedEndForcesInBasicSystem(const std::vector<double> &,const double &loadFactor,FVector &, int releasey= 0, int releasez= 0) const;
95  void addElasticDeformations(const double &L,const CrossSectionProperties2d &ctes_scc,const double &lpI,const double &lpJ,const double &loadFactor,FVector &v0);
96 
97  int sendSelf(Communicator &);
98  int recvSelf(const Communicator &);
99 
100  void Print(std::ostream &s, int flag =0) const;
101 
102  };
103 } // end of XC namespace
104 
105 #endif
106 
virtual Vector getLocalMoment(void) const
Returns the bending moment expressed in local coordinates.
Definition: Beam2dPointLoad.cpp:104
Element internal forces.
Definition: FVector.h:45
const Matrix & getLocalMoments(void) const
Returns moment vectors (one for each element) expressed in local coordinates.
Definition: Beam2dPointLoad.cpp:128
Float vector abstraction.
Definition: Vector.h:94
Punctual load over 2D beam elements.
Definition: Beam2dPointLoad.h:68
Communication parameters between processes.
Definition: Communicator.h:66
size_t getForceVectorDimension(void) const
Return the dimension of the force vector.
Definition: Beam2dPointLoad.cpp:78
int sendSelf(Communicator &)
Sends object through the communicator argument.
Definition: Beam2dPointLoad.cpp:346
void addReactionsInBasicSystem(const std::vector< double > &, const double &, FVector &) const
Adds the load to the consistent load vector (see page 108 Eugenio Oñate&#39;s book).
Definition: Beam2dPointLoad.cpp:180
Vector of integers.
Definition: ID.h:95
void addFixedEndForcesInBasicSystem(const std::vector< double > &, const double &loadFactor, FVector &, int releasey=0, int releasez=0) const
Returns the consistent load vector (see page 108 Eugenio Oñate book).
Definition: Beam2dPointLoad.cpp:212
double x
relative distance (x/L) along length from end 1 of element
Definition: BeamPointLoad.h:42
int recvSelf(const Communicator &)
Receives object through the communicator argument.
Definition: Beam2dPointLoad.cpp:359
Mechanical (E, G) and mass properties of a section (area, moments of inertia,...) for a bi-dimensiona...
Definition: CrossSectionProperties2d.h:55
Punctual load over beam elements.
Definition: BeamPointLoad.h:39
virtual Vector getLocalForce(void) const
Returns force expressed in local coordinates.
Definition: Beam2dPointLoad.cpp:95
double Trans
Transverse load.
Definition: BeamMecLoad.h:50
const Matrix & getLocalForces(void) const
Returns force vectors (one for each element) expressed in local coordinates.
Definition: Beam2dPointLoad.cpp:114
double Axial
Axial load.
Definition: BeamMecLoad.h:51
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: Beam2dPointLoad.cpp:371
const Matrix & getAppliedSectionForces(const double &L, const XC::Matrix &xi, const double &loadFactor) const
Forces over element sections obtained from the load acting over the element.
Definition: Beam2dPointLoad.cpp:139
size_t getMomentVectorDimension(void) const
Return the dimension of the moment vector.
Definition: Beam2dPointLoad.cpp:82