Learning Forum

[Erik Kostson]

 

 

 

I would just do it all in the Transient structural system. In that system have 2 steps.

One/first is the static (set Time integration to Off for a Static analysis),

and then you apply the dynamic load in the final step (set Time integration to On in Analysis Settings for a Dynamic analysis).

One will have one pressure load which is static constant for the first step/time and then dynamic varying for the second step (this can be done by tabular loading like you show, it will just include also the initial static pressure load)

All the best

Erik