XC Open source finite element analysis program
NewmarkSensitivityIntegrator.h
1 //----------------------------------------------------------------------------
2 // XC program; finite element analysis code
3 // for structural analysis and design.
4 //
5 // Copyright (C) Luis Claudio Pérez Tato
6 //
7 // This program derives from OpenSees <http://opensees.berkeley.edu>
8 // developed by the «Pacific earthquake engineering research center».
9 //
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11 // of the original program (see copyright_opensees.txt)
12 // XC is free software: you can redistribute it and/or modify
13 // it under the terms of the GNU General Public License as published by
14 // the Free Software Foundation, either version 3 of the License, or
15 // (at your option) any later version.
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17 // This software is distributed in the hope that it will be useful, but
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20 // GNU General Public License for more details.
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24 // along with this program.
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26 //----------------------------------------------------------------------------
27 /* ****************************************************************** **
28 ** OpenSees - Open System for Earthquake Engineering Simulation **
29 ** Pacific Earthquake Engineering Research Center **
30 ** **
31 ** **
32 ** (C) Copyright 2001, The Regents of the University of California **
33 ** All Rights Reserved. **
34 ** **
35 ** Commercial use of this program without express permission of the **
36 ** University of California, Berkeley, is strictly prohibited. See **
37 ** file 'COPYRIGHT' in main directory for information on usage and **
38 ** redistribution, and for a DISCLAIMER OF ALL WARRANTIES. **
39 ** **
40 ** Developed by: **
41 ** Frank McKenna (fmckenna@ce.berkeley.edu) **
42 ** Gregory L. Fenves (fenves@ce.berkeley.edu) **
43 ** Filip C. Filippou (filippou@ce.berkeley.edu) **
44 ** **
45 ** Reliability module developed by: **
46 ** Terje Haukaas (haukaas@ce.berkeley.edu) **
47 ** Armen Der Kiureghian (adk@ce.berkeley.edu) **
48 ** **
49 ** ****************************************************************** */
50 
51 // $Revision: 1.1 $
52 // $Date: 2003/03/04 00:46:01 $
53 // $Source: /usr/local/cvs/OpenSees/SRC/reliability/FEsensitivity/NewmarkSensitivityIntegrator.h,v $
54 
55 
56 //
57 // Written by Terje Haukaas (haukaas@ce.berkeley.edu)
58 //
59 
60 #ifndef NewmarkSensitivityIntegrator_h
61 #define NewmarkSensitivityIntegrator_h
62 
63 #include <solution/analysis/integrator/transient/newmark/Newmark.h>
64 #include <reliability/FEsensitivity/SensitivityIntegrator.h>
65 #include <utility/matrix/Vector.h>
66 namespace XC {
67 class Information;
68 
69 
71  {
72  private:
73  int parameterID;
74  int sensitivityFlag;
75  int gradNumber;
76  Vector massMatrixMultiplicator;
77  Vector dampingMatrixMultiplicator;
78  int assemblyFlag;
79  Vector independentRHS;
80  public:
82  NewmarkSensitivityIntegrator(SoluMethod *,int assemblyFlag, double gamma, double beta, bool disp = true);
83  NewmarkSensitivityIntegrator(SoluMethod *,int assemblyFlag, double gamma, double beta, const RayleighDampingFactors &rF, bool disp = true);
84 
85  int setParameter(const std::vector<std::string> &argv, Parameter &param);
86  int updateParameter(int parameterID, Information &info);
87  int activateParameter(int parameterID);
88 
89  int formEleResidual(FE_Element *theEle);
90  int formNodUnbalance(DOF_Group *theDof);
91 
92  int formSensitivityRHS(int gradNum);
93  int formIndependentSensitivityRHS();
94  int saveSensitivity (const Vector &v, int gradNum, int numGrads);
95  int commitSensitivity (int gradNum, int numGrads);
96  };
97 } // end of XC namespace
98 
99 #endif
100 
The two parameter time-stepping method developed by Newmark.
Definition: Newmark.h:73
A DOF_Group object is instantiated by the ConstraintHandler for every unconstrained node in the domai...
Definition: DOF_Group.h:94
Definition: Vector.h:82
Solution procedure for the finite element problem. The solution procedure is definde by specifiying: ...
Definition: SoluMethod.h:76
Finite element as seen by analysis.
Definition: FE_Element.h:84
Information about an element.
Definition: Information.h:80
int formNodUnbalance(DOF_Group *theDof)
Forma el unbalanced load vector del nodo being passed as parameter.
Definition: NewmarkSensitivityIntegrator.cpp:210
Rayleigh damping factors.
Definition: RayleighDampingFactors.h:45
Definition: Parameter.h:65
int formEleResidual(FE_Element *theEle)
Assembles the unbalanced vector of the element being passed as parameter.
Definition: NewmarkSensitivityIntegrator.cpp:91
================================================================================
Definition: ContinuaReprComponent.h:34
Definition: SensitivityIntegrator.h:66
Definition: NewmarkSensitivityIntegrator.h:70