xc
PQyzBase.h
1 // -*-c++-*-
2 //----------------------------------------------------------------------------
3 // XC program; finite element analysis code
4 // for structural analysis and design.
5 //
6 // Copyright (C) Luis C. Pérez Tato
7 //
8 // This program derives from OpenSees <http://opensees.berkeley.edu>
9 // developed by the «Pacific earthquake engineering research center».
10 //
11 // Except for the restrictions that may arise from the copyright
12 // of the original program (see copyright_opensees.txt)
13 // XC is free software: you can redistribute it and/or modify
14 // it under the terms of the GNU General Public License as published by
15 // the Free Software Foundation, either version 3 of the License, or
16 // (at your option) any later version.
17 //
18 // This software is distributed in the hope that it will be useful, but
19 // WITHOUT ANY WARRANTY; without even the implied warranty of
20 // MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
21 // GNU General Public License for more details.
22 //
23 //
24 // You should have received a copy of the GNU General Public License
25 // along with this program.
26 // If not, see <http://www.gnu.org/licenses/>.
27 //----------------------------------------------------------------------------
28 //PQyzBase.h
29 
30 #ifndef PQYZBASE_H
31 #define PQYZBASE_H
32 
33 #include "PYBase.h"
34 
35 namespace XC {
37 //
39 class PQyzBase: public PYBase
40  {
41  protected:
42  // Generated parameters or constants (not user input)
43  double NFkrig;
44 
47 
50 
51  // Material parameters
52  double Elast;
53  double nd;
54 
55  int sendData(Communicator &);
56  int recvData(const Communicator &);
57  public:
58  PQyzBase(int tag, int classtag, int soilType, double rult, double v50,double dashpot);
59  PQyzBase(int tag, int classtag);
60  PQyzBase(void);
61 
62  int commitState(void);
63  int revertToLastCommit(void);
64 
65  };
66 } // end of XC namespace
67 
68 
69 #endif
double Elast
(p/matCapacity) when yielding first occurs in virgin loading
Definition: PQyzBase.h:52
double NFkrig
stiffness of the "rigid" portion of Near Field spring
Definition: PQyzBase.h:43
Communication parameters between processes.
Definition: Communicator.h:66
int recvData(const Communicator &)
Receives object members through the communicator argument.
Definition: PQyzBase.cc:103
PYMat
Definition: PYBase.h:46
InternalParamsLRIn CNF
Committed internal parameters for the NearField rigid-plastic component.
Definition: PQyzBase.h:45
Base class for PySimple1 y QzSimple1.
Definition: PQyzBase.h:39
double nd
exponent for hardening shape of drag component
Definition: PQyzBase.h:53
double dashpot
dashpot on the far-field (elastic) component
Definition: PYBase.h:62
Internal parameters for the NearField rigid-plastic component.
Definition: InternalParamsLRIn.h:39
InternalParamsLRIn TNF
Trial internal parameters for the NearField rigid-plastic component.
Definition: PQyzBase.h:46
InternalParamsA TGap
Trial internal parameters for the Gap (Drag + Closure)
Definition: PQyzBase.h:49
PQyzBase(void)
Default constructor.
Definition: PQyzBase.cc:68
InternalParamsA CGap
Committed internal parameters for the Gap (Drag + Closure)
Definition: PQyzBase.h:48
double v50
y (or z) at 50% of matCapacity.
Definition: PYBase.h:59
int sendData(Communicator &)
Send object members through the communicator argument.
Definition: PQyzBase.cc:91
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
Internal parameters for the Gap (Drag + Closure).
Definition: InternalParamsA.h:39
int soilType
Soil type.
Definition: PYBase.h:57