FAQ Cast3M
Is it posssible whith Cast3m to take into account the spatial variability of the
ground seismic movement to dimension a structure ?
You must solve the dynamic problem in the general space specifying displacements of ground nodes (use operators BLOQ, DEPI, and CHAR) and then invoke the PASAPAS
procedure. Warning : use key word 'DIMP' to describe the loads in CHAR.
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