XC Open source finite element analysis program
ModifiedNewton.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.
16 //
17 // This software is distributed in the hope that it will be useful, but
18 // WITHOUT ANY WARRANTY; without even the implied warranty of
19 // MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
20 // GNU General Public License for more details.
21 //
22 //
23 // You should have received a copy of the GNU General Public License
24 // along with this program.
25 // If not, see <http://www.gnu.org/licenses/>.
26 //----------------------------------------------------------------------------
27 /* ****************************************************************** **
28 ** OpenSees - Open System for Earthquake Engineering Simulation **
29 ** Pacific Earthquake Engineering Research Center **
30 ** **
31 ** **
32 ** (C) Copyright 1999, 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 ** ****************************************************************** */
46 
47 // $Revision: 1.5 $
48 // $Date: 2005/11/29 22:42:41 $
49 // $Source: /usr/local/cvs/OpenSees/SRC/analysis/algorithm/equiSolnAlgo/ModifiedNewton.h,v $
50 
51 
52 #ifndef ModifiedNewton_h
53 #define ModifiedNewton_h
54 
55 // File: ~/OOP/analysis/algorithm/ModifiedNewton.h
56 //
57 // Written: fmk
58 // Created: 11/96
59 // Revision: A
60 //
61 // Description: This file contains the class definition for
62 // ModifiedNewton. ModifiedNewton is a class which performs a modified
63 // Newton-Raphson solution algorihm in solving the equations.
64 // No member functions are declared as virtual as
65 // it is not expected that this class will be subclassed.
66 //
67 // What: "@(#)ModifiedNewton.h, revA"
68 
69 #include <solution/analysis/algorithm/equiSolnAlgo/NewtonBased.h>
70 
71 namespace XC {
72 class ConvergenceTest;
73 
75 //
79  {
80  friend class SoluMethod;
81  friend class FEM_ObjectBroker;
82  ModifiedNewton(SoluMethod *,int tangent = CURRENT_TANGENT);
83  virtual SolutionAlgorithm *getCopy(void) const;
84  public:
85  int solveCurrentStep(void);
86  void Print(std::ostream &s, int flag =0);
87  };
88 
89 inline SolutionAlgorithm *ModifiedNewton::getCopy(void) const
90  { return new ModifiedNewton(*this); }
91 } // end of XC namespace
92 
93 #endif
94 
95 
Solution procedure for the finite element problem. The solution procedure is definde by specifiying: ...
Definition: SoluMethod.h:76
FEM_ObjectBroker is is an object broker class for the finite element method. All methods are virtual ...
Definition: FEM_ObjectBroker.h:138
Uses the tangent stiffness matrix computed in the first iteration until convergence is achieved...
Definition: ModifiedNewton.h:78
int solveCurrentStep(void)
resuelve el paso actual.
Definition: ModifiedNewton.cpp:81
================================================================================
Definition: ContinuaReprComponent.h:34
Base class for solution algorithms.
Definition: SolutionAlgorithm.h:86
Uses the tangent stiffness matrix on each iteration (with or without updating) until convergence is a...
Definition: NewtonBased.h:41