Seismosoft | Earthquake Engineering Solutions

<t>Hi,<br/>
<br/>
thank you verry much for promt response!<br/>
I am allready checked simple frame with one storey with infill panel elements and everything working fine (one same example I solved on "cllasical" way with equivalent diagonal strut approach in ROBOT, and obtain results are similar in ...

Thank you very much for your promt answer.

I will send you my models on e-mail - info@seismosoft.com

Best regards,

GFOS Croatia

<t>hi,<br/>
<br/>
I have basically two problems:<br/>
<br/>
-one is with modelling simple one bay 2D steel frame structures with two or more storey and with infill panel elements between steel frame: dynamic time history analyisis for that kind of structure did not work (but, for example, for just ...