61 int commitState(
void);
62 int revertToLastCommit(
void);
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