Hi guys.
In Abaqus software, for a modal-based dynamic analysis, the first step is the frequency analysis and the second one is the dynamic step (random, steady state,...) . Both of these two steps are run for every analysis. For a complex structure with millions of mesh, is there a way to run modal analysis once and use its results for several dynamic analyses instead of running modal step several times?
I think this problem is solved in ANSYS.