XC Open source finite element analysis program
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 <material/uniaxial/PY/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; // stiffness of the "rigid" portion of Near Field spring
43 
44  InternalParamsLRIn CNF; // Committed internal parameters for the NearField rigid-plastic component
45  InternalParamsLRIn TNF; // Trial internal parameters for the NearField rigid-plastic component
46 
49 
50  // Material parameters
51  double Elast; // (p/matCapacity) when yielding first occurs in virgin loading
52  double nd; // exponent for hardening shape of drag component
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  };
66 } // end of XC namespace
67 
68 
69 #endif
PQyzBase(void)
Default constructor.
Definition: PQyzBase.cc:68
InternalParamsA CGap
Committed internal parameters for the Gap (Drag + Closure)
Definition: PQyzBase.h:47
int soilType
Soil type.
Definition: PYBase.h:51
int recvData(const CommParameters &)
Receives object members through the channel being passed as parameter.
Definition: PQyzBase.cc:103
Material que representa una curva p-y.
Definition: PYBase.h:40
InternalParamsA TGap
Trial internal parameters for the Gap (Drag + Closure)
Definition: PQyzBase.h:48
Internal parameters for a p-y material.
Definition: InternalParamsA.h:38
double v50
y (or z) at 50% of matCapacity.
Definition: PYBase.h:53
double dashpot
dashpot on the far-field (elastic) component
Definition: PYBase.h:56
Internal parameters for a p-y material.
Definition: InternalParamsLRIn.h:38
Communication parameters between processes.
Definition: CommParameters.h:65
================================================================================
Definition: ContinuaReprComponent.h:34
int sendData(CommParameters &)
Send object members through the channel being passed as parameter.
Definition: PQyzBase.cc:91
Base class for PySimple1 y QzSimple1.
Definition: PQyzBase.h:38