XC Open source finite element analysis program
ParamAgotTN.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 //ParamAgotTN
28 
29 #ifndef PARAMAGOTTN_H
30 #define PARAMAGOTTN_H
31 
32 namespace XC {
33 
34 class PivotsUltimateStrains;
35 
37 //
41  {
42  const PivotsUltimateStrains &agot_pivots;
43  double eps_c_max;
44  double eps_c_min;
45  double eps_c_pC;
46 
47  private:
48  double fc_tracc(void) const;
49  double fc_comp(void) const;
50  double fc_pC(void) const;
51  double fc_min(void) const;
52  public:
53  ParamAgotTN(const PivotsUltimateStrains &ap,const double &emx= 0.0,const double &emn= 0.0,const double &ec= 0.0);
54 
55  bool Cumple(void) const;
56  bool Agotada(void) const;
57  };
58 
59 } // end of XC namespace
60 
61 #endif
Definition of ultimate strains for the pivots.
Definition: PivotsUltimateStrains.h:39
Parameter that define the ultimate limit states of a RC section under normal stresses.
Definition: ParamAgotTN.h:40
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Definition: ContinuaReprComponent.h:34