xc
NewmarkExplicit.h
1 // -*-c++-*-
2 //----------------------------------------------------------------------------
3 // XC program; finite element analysis code
4 // for structural analysis and design.
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6 // Copyright (C) Luis C. Pérez Tato
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28 /* ****************************************************************** **
29 ** OpenSees - Open System for Earthquake Engineering Simulation **
30 ** Pacific Earthquake Engineering Research Center **
31 ** **
32 ** **
33 ** (C) Copyright 1999, The Regents of the University of California **
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43 ** Gregory L. Fenves (fenves@ce.berkeley.edu) **
44 ** Filip C. Filippou (filippou@ce.berkeley.edu) **
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47 
48 // $Revision: 1.2 $
49 // $Date: 2005/12/21 00:32:57 $
50 // $Source: /usr/local/cvs/OpenSees/SRC/analysis/integrator/NewmarkExplicit.h,v $
51 
52 
53 #ifndef NewmarkExplicit_h
54 #define NewmarkExplicit_h
55 
56 // Written: Andreas Schellenberg (andreas.schellenberg@gmx.net)
57 // Created: 02/05
58 // Revision: A
59 //
60 // Description: This file contains the class definition for NewmarkExplicit.
61 // NewmarkExplicit is an algorithmic class for performing a transient analysis
62 // using the explicit Newmark integration scheme (beta = 0).
63 //
64 // What: "@(#) NewmarkExplicit.h, revA"
65 
66 #include <solution/analysis/integrator/transient/NewmarkBase.h>
67 
68 namespace XC {
69 
71 //
76  {
77  private:
78  int updateCount; // method should only have one update per step
79  ResponseQuantities Ut; // response quantities at time t
80  protected:
81  int sendData(Communicator &);
82  int recvData(const Communicator &);
83 
84  friend class SolutionStrategy;
87  NewmarkExplicit(SolutionStrategy *,double gamma,const RayleighDampingFactors &rF);
88  Integrator *getCopy(void) const;
89  public:
90  // methods which define what the FE_Element and DOF_Groups add
91  // to the system of equation object.
92  int formEleTangent(FE_Element *theEle);
93  int formNodTangent(DOF_Group *theDof);
94 
95  int domainChanged(void);
96  int newStep(double deltaT);
97  int revertToLastStep(void);
98  int update(const Vector &aiPlusOne);
99 
100  virtual int sendSelf(Communicator &);
101  virtual int recvSelf(const Communicator &);
102 
103  void Print(std::ostream &s, int flag = 0) const;
104  };
105 inline Integrator *NewmarkExplicit::getCopy(void) const
106  { return new NewmarkExplicit(*this); }
107 } // end of XC namespace
108 
109 #endif
Float vector abstraction.
Definition: Vector.h:94
Base class for the two parameter time-stepping method developed by Nathan M.
Definition: NewmarkBase.h:45
int recvData(const Communicator &)
Receives object members through the communicator argument.
Definition: NewmarkExplicit.cpp:259
Communication parameters between processes.
Definition: Communicator.h:66
NewmarkExplicit(SolutionStrategy *)
Constructor.
Definition: NewmarkExplicit.cpp:74
double gamma
gamma factor for Newmark method.
Definition: NewmarkBase.h:48
Base class for the objects that performs the integration of physical properties over the domain to fo...
Definition: Integrator.h:100
A DOF_Group object is instantiated by the ConstraintHandler for every unconstrained node in the domai...
Definition: DOF_Group.h:107
int sendData(Communicator &)
Send object members through the communicator argument.
Definition: NewmarkExplicit.cpp:250
Rayleigh damping factors.
Definition: RayleighDampingFactors.h:59
Solution strategy for the finite element problem.
Definition: SolutionStrategy.h:94
Finite element as seen by analysis.
Definition: FE_Element.h:108
Open source finite element program for structural analysis.
Definition: ContinuaReprComponent.h:35
Response quantities.
Definition: ResponseQuantities.h:42
NewmarkExplicit is an algorithmic class for performing a transient analysis using the explicit Newmar...
Definition: NewmarkExplicit.h:75