Seismosoft | Earthquake Engineering Solutions

Hello
I want to know when I perform adaptive pushover analysis,how can i fill Spectral Amplification parameter?? and what does it base on???
Thanks.

<t>hi<br/>
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??<br/>
and what is the base point in this ...

thanks for helping me,but I suggest you that consider UNP section and double section in the next version of this software
thanks

it is possible to define 'agss' element only for single section such as 1UNP80,but it can`t be defined as double section such as 2UNP80

Hi
please help me to creat UNP section for braced frame,it is imposible to use a rhs section for brace element,and in most structures,using UNP section is commonly.
thanks