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To run a frequency analysis after a non linear large displacement analysis.

Question asked by Matteo Coda on Jan 16, 2019
Latest reply on Jan 17, 2019 by Bill McEachern

Hi everyone,

This is my first post on this forum.

I would like to know if it is possible to run a non linear static analysis on a structure I have and THEN running a modal analysis on the resulting deformed structure.

I cannot impose my loads directly in the frequency analysis loadcase because displacements are quite large and various non compenetration contacts must be taken into account.

Is there a way to do this?

Thank you in advance for your attention.

 

Best Regards

Matteo

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