Seismosoft | Earthquake Engineering Solutions

Thanks Seismostruct for your answer and your help .

<t>Hi <br/>
i'm trying to carry out an IDA , So my objective is reaching the global collapse of the structure "R.C Framed structure", but some times i have a problem with the convergence "fbd-ite" message , according to the note in the manual "p28-decrease the number of integration section to 2-3,in ...

thanks "seismosoft" for the answer .

<t>Hi , maybe it's a stupid question , but there's any problem if i define a "section , element classes ,... any definitions " from previous one , i mean by using copy past then modify the new one ... etc "<br/>
cause i tried to build my model , by using the wizard then modify and create new ...

Many thanks "seismosoft" for your help

<t>Thanks "Seismosoft" for your answer , actually i'm reading the manual and the verification , but let me try to explain what i mean in my question cause i can't find the answer in the manual. <br/>
i just want to know if i can simulate the interaction between the axial and the shear and the ...

Hey every one , i'm new user in SeismoStruct , i would like to know if this software can capture , simulate the degradation in axial carrying capacity for each of columns and beams , during nonlinear time history analysis ,Thanks