The OpenSees Community

Thanks very much, now trying..

fmk wrote: > no .. just repeat what the script would do in C++ .. i.e. some analysis > step2, remove whatever, more analysis steps .. it is much easier in a > script than writing the c++ code though the results will be the same > whichever approach you use. thanks a lot for your suggestion, I am now...

fmk wrote: > not sure what you are on about. Sorry about my poor English, I just studied what OpenSEES did when a user sourced a tcl script through the quickmain project in the SRC.. And I have known that when we typed some script, like "node 1 0 0 0", in the prompt, the corresponding obje...

FROM the quickmain project of Opensees SRC code, I have known that the object of StaticAnalysis class(which derives from the Analysis class) Controlled the Solving procedure of an FEA model. That means one can modify the definition of StaticAnalysis class to make opensees do what you want. go on typ...

Hi fmk. When I am tring to add a discrete crack analysis framework to OPENSEES, stationary crack simulation is of good accuracy. When crack growth simulation is the problem,full control of the analysis procedure should be obtained(I think),because SOLUTION DEPENDENT Criterion(like "energy relea...