Dynamic Analysis

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IITH
Posts: 1
Joined: Wed Sep 09, 2020 2:33 am

Dynamic Analysis

Post by IITH » Wed Nov 17, 2021 7:30 pm

I am trying to validate the dynamic response of a reticulated dome having 40m span and 13.33m height. I am using force beam column elements in the modelling. I was able to validate the model frequencies of the dome with sufficient accuracy however the dynamic response is not accurate.
What could be the problem?

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