Seismosoft | Earthquake Engineering Solutions

thanks for your attention
I solve my problem
so, thanks again for your product

<t>hi<br/>
I have a question about your varification report file<br/>
Ch4-steel-01.spf computer file is about Three storey,three dimensional steel moment frame under cyclic loading<br/>
in report's PDF file when you compare analitycal result with experimental result, both of them have maximum total ...