Dynamic Analysis (time history analysis)
Dear, Support Team
We are currently working at high speed Railway Bridge project. I have a questions about time history analysis. We would like to create grillage mode for our bridge for time history analysis and I don't think that point load will be appropriate to this type of model. I would like to know if it is possible to applied other typ of load for time history analysis. I would like to make transverse distributions and applied load as line load (in transverse direction). I found out that at midas it is option as 'Time Varying Static Loads' and I would like to know if it is going to work the same way as 'Dynamic Nodal loads'
|[Tutorial] Dynamic Analysis for HS2.pdf|
|HS2 - dynamic.zip|