Search found 1 match
- Wed Nov 17, 2021 7:30 pm
- Forum: OpenSees.exe Users
- Topic: Dynamic Analysis
- Replies: 0
- Views: 10118
Dynamic Analysis
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 ...