xc
PQyzBase.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 //PQyzBase.h
28 
29 #ifndef PQYZBASE_H
30 #define PQYZBASE_H
31 
32 #include "PYBase.h"
33 
34 namespace XC {
36 //
38 class PQyzBase: public PYBase
39  {
40  protected:
41  // Generated parameters or constants (not user input)
42  double NFkrig;
43 
46 
49 
50  // Material parameters
51  double Elast;
52  double nd;
53 
54  int sendData(CommParameters &);
55  int recvData(const CommParameters &);
56  public:
57  PQyzBase(int tag, int classtag, int soilType, double rult, double v50,double dashpot);
58  PQyzBase(int tag, int classtag);
59  PQyzBase(void);
60 
61  int commitState(void);
62  int revertToLastCommit(void);
63 
64  };
65 } // end of XC namespace
66 
67 
68 #endif
int sendData(CommParameters &)
Send object members through the channel being passed as parameter.
Definition: PQyzBase.cc:91
double Elast
(p/matCapacity) when yielding first occurs in virgin loading
Definition: PQyzBase.h:51
double NFkrig
stiffness of the "rigid" portion of Near Field spring
Definition: PQyzBase.h:42
int recvData(const CommParameters &)
Receives object members through the channel being passed as parameter.
Definition: PQyzBase.cc:103
PYMat
Definition: PYBase.h:45
InternalParamsLRIn CNF
Committed internal parameters for the NearField rigid-plastic component.
Definition: PQyzBase.h:44
Base class for PySimple1 y QzSimple1.
Definition: PQyzBase.h:38
double nd
exponent for hardening shape of drag component
Definition: PQyzBase.h:52
double dashpot
dashpot on the far-field (elastic) component
Definition: PYBase.h:61
Internal parameters for the NearField rigid-plastic component.
Definition: InternalParamsLRIn.h:38
InternalParamsLRIn TNF
Trial internal parameters for the NearField rigid-plastic component.
Definition: PQyzBase.h:45
InternalParamsA TGap
Trial internal parameters for the Gap (Drag + Closure)
Definition: PQyzBase.h:48
PQyzBase(void)
Default constructor.
Definition: PQyzBase.cc:68
InternalParamsA CGap
Committed internal parameters for the Gap (Drag + Closure)
Definition: PQyzBase.h:47
double v50
y (or z) at 50% of matCapacity.
Definition: PYBase.h:58
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:34
Communication parameters between processes.
Definition: CommParameters.h:65
Internal parameters for the Gap (Drag + Closure).
Definition: InternalParamsA.h:38
int soilType
Soil type.
Definition: PYBase.h:56