Seismosoft | Earthquake Engineering Solutions

<t>I noted that is possibile do a pushover analisys with a incremental load combination with a angle of incidence differrent from 90 degrees (in terms of x,y components).<br/>
Is it also possible do a pushover analisys in wich is monitored the associated displecement ? (in loading phases there are ...

<t>Hi [:)]<br/>
in the Help manual is written:<br/>
<br/>
<<The maximum building size that can be generated with the wizard is 8 bays x 8 storeys x 8 frames. Users who wish to create larger structures, however, can readily do so by employing the incrementation facilities for nodes, elements ...

Dear Seismosoft

I try to find my answer in the Help System of the program,but without any results, wehere do I look?

yet, where i can find the Kc expression proposed by Mander et al. [1989] ?

thank you very much

hello

Is there a way to change the default Es modulus in "con_cc" material type?
I noted that it is setted to 23500000 KN/m2 for a compressive streght of 25 KPa. How is it calculated?

tanks a lot