Seismosoft | Earthquake Engineering Solutions

hi
I have modeled a 2d-frame bracing. and I want to performe pushover analysis.please help me how do I adjust constraint parameter.is it enough make 1 group of this parameter and assign all nodes to this,or I should assign constraint for each floor??
and what is the base point in this parameter?
thanks

Hi,

Why are you introducing constraints in your model? By the looks of it, you do not really need then. (there is really no such thing as a "constraint parameter for pushover")

In any case, if you really do feel to need to introduce constraints, just follow the instructions on the Help System.

Seismosoft Support