XC Open source finite element analysis program
Newmark1.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 //
10 // Except for the restrictions that may arise from the copyright
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: 2003/02/14 23:00:49 $
49 // $Source: /usr/local/cvs/OpenSees/SRC/analysis/integrator/Newmark1.h,v $
50 
51 
52 #ifndef Newmark1_h
53 #define Newmark1_h
54 
55 // File: ~/analysis/integrator/Newmark1.h
56 //
57 // Written: fmk
58 // Created: 11/98
59 // Revision: A
60 //
61 // Description: This file contains the class definition for Newmark1.
62 // Newmark1 is an algorithmic class for performing a transient analysis
63 // using the Newmark1 integration scheme.
64 //
65 // What: "@(#) Newmark1.h, revA"
66 
67 #include <solution/analysis/integrator/transient/newmark/NewmarkBase2.h>
68 
69 namespace XC {
70 
72 //
76 class Newmark1 : public NewmarkBase2
77  {
78  private:
79  double c4;
81  protected:
82  int sendData(CommParameters &);
83  int recvData(const CommParameters &);
84 
85  friend class SoluMethod;
87  Newmark1(SoluMethod *,double gamma, double beta, bool disp = true);
88  Newmark1(SoluMethod *,double gamma, double beta,const RayleighDampingFactors &rF);
89  Integrator *getCopy(void) const;
90  public:
91  // methods which define what the FE_Element and DOF_Groups add
92  // to the system of equation object.
93  int formEleTangent(FE_Element *theEle);
94  int formNodTangent(DOF_Group *theDof);
95 
96  int domainChanged(void);
97  int initialize(void);
98  int newStep(double deltaT);
99  int revertToLastStep(void);
100  int update(const Vector &deltaU);
101 
102  virtual int sendSelf(CommParameters &);
103  virtual int recvSelf(const CommParameters &);
104 
105  void Print(std::ostream &s, int flag =0);
106  };
107 inline Integrator *Newmark1::getCopy(void) const
108  { return new Newmark1(*this); }
109 } // end of XC namespace
110 
111 #endif
112 
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
Newmark1 is an algorithmic class for performing a transient analysis using the Newmark1 integration s...
Definition: Newmark1.h:76
??.
Definition: NewmarkBase2.h:40
Finite element as seen by analysis.
Definition: FE_Element.h:84
int recvData(const CommParameters &)
Receives object members through the channel being passed as parameter.
Definition: Newmark1.cpp:258
virtual int recvSelf(const CommParameters &)
Receives object through the channel being passed as parameter.
Definition: Newmark1.cpp:281
Newmark1(SoluMethod *)
Constructor.
Definition: Newmark1.cpp:73
int sendData(CommParameters &)
Send object members through the channel being passed as parameter.
Definition: Newmark1.cpp:249
Rayleigh damping factors.
Definition: RayleighDampingFactors.h:45
int newStep(double deltaT)
??
Definition: Newmark1.cpp:90
Communication parameters between processes.
Definition: CommParameters.h:65
Response quantities.
Definition: ResponseQuantities.h:41
int domainChanged(void)
Hace los cambios oportunos cuando se ha producido un cambio en el domain.
Definition: Newmark1.cpp:181
================================================================================
Definition: ContinuaReprComponent.h:34
Base class for the object that performs the integration of physical properties over the domain to for...
Definition: Integrator.h:91
virtual int sendSelf(CommParameters &)
Sends object through the channel being passed as parameter.
Definition: Newmark1.cpp:267