xc
NewmarkBase.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 //NewmarkBase.h
28 
29 #ifndef NewmarkBase_h
30 #define NewmarkBase_h
31 
32 #include <solution/analysis/integrator/transient/DampingFactorsIntegrator.h>
33 #include "solution/analysis/integrator/transient/ResponseQuantities.h"
34 
35 namespace XC {
36 class Vector;
37 class ID;
38 
41 //
45  {
46  protected:
47  double gamma;
48 
49  double c2, c3;
51 
53  int sendData(CommParameters &);
54  int recvData(const CommParameters &);
55 
56  NewmarkBase(AnalysisAggregation *,int classTag);
57  NewmarkBase(AnalysisAggregation *,int classTag,double gamma);
58  NewmarkBase(AnalysisAggregation *,int classTag,double gamma,const RayleighDampingFactors &rF);
59  };
60 } // end of XC namespace
61 
62 #endif
Base class for the two parameter time-stepping method developed by Nathan M.
Definition: NewmarkBase.h:44
Solution procedure for the finite element problem.
Definition: AnalysisAggregation.h:89
Definition: __init__.py:1
NewmarkBase(AnalysisAggregation *, int classTag)
Defautl constructor.
Definition: NewmarkBase.cc:42
??.
Definition: DampingFactorsIntegrator.h:40
Container for FE_Element and DOF_Group objects created by the constraint handler. ...
Definition: AnalysisModel.h:133
ResponseQuantities U
response quantities at time t+deltaT = predicted + corrected
Definition: NewmarkBase.h:50
int sendData(CommParameters &)
Send object members through the channel being passed as parameter.
Definition: NewmarkBase.cc:93
int recvData(const CommParameters &)
Receives object members through the channel being passed as parameter.
Definition: NewmarkBase.cc:102
double gamma
gamma factor for Newmark method.
Definition: NewmarkBase.h:47
void PopulateUs(XC::AnalysisModel *model)
Populate U, Udot and Udotdot by iterating through the DOF_Groups and getting the last committed displ...
Definition: NewmarkBase.cc:64
Rayleigh damping factors.
Definition: RayleighDampingFactors.h:58
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:34
Communication parameters between processes.
Definition: CommParameters.h:65
Response quantities.
Definition: ResponseQuantities.h:41
double c3
some constants we need to keep
Definition: NewmarkBase.h:49