Is it possible to run a time history analysis and determine the dynamic response of the model to this time history loading? The only frequency/modal information I receive is the modal information from the Modal Analysis, which is needed as input in the time history menu. I'm just unsure if its...
I know that thin shell elements do not account for shear deformations, while thick shell elements do. However, I am wondering if these effects are accounted for in beam analysis and if so, if there is a way to turn it on and off. Any insight here would be appreciated.
