Seismosoft | Earthquake Engineering Solutions

Thank You

Dear Zoi Gronti,
Thanks a lot. I was searching for that only. However I didn't focus in that code check tab as it limited to only 20 members in academic version. Isn't? So I can check the Operational Levels for all the members if I purchase the seismostruct software?
Thanks and regards,
Karabi

Thanks for the response. By SPA I mean Static Pushover Analysis. I checked the performance criteria module. For ASCE Equations, I could find the chord rotation yield and chord rotation capacity. So if I consider the yield one as Immediate Occupancy(IO) and capacity as Collapse Prevention(CP), which ...

Dear All,

My query is regarding the maximum displacement in the loading phases. I have used response control. Does the performance levels in SPA changes with the increase in the maximum displacement? I have observed that the point of performance criteria (PC) changes when comparatively higher value ...

Hello Seismosoft

thanks a lot for your time and valuable suggestion.

regards,
Karabi

Hello,

I would like to add the output data obtained which is confusing me

for my model, for a particular performance criteria the value of rotation obtained is 0.0364, 0.024, 0.0172 and 0.0133 for 4, 5,6 and 7 IPs respectively. however the moment value obtained is 527kNm for all the IPs taken ...

Dear Madam/Sir,

After reading all the related papers given in the reference, the most suitable element class for my study is FB element. however it has a limitation of localization and research is being carried out to sort it out. FBPH is an alternative, but not suitable for my study. The ...

thanks a lot for your response. However, may be I was unable to give a proper explanation of the problem I was facing. Would you please provide me some guidance how to provide the ultimate strength of steel in stl_mp model? In the model I can find yield strength (mean strength = yield strength by ...

Dear Madam/Sir,

I was trying to verify an experimental work from a literature with a model in seismostruct. The result for yield displacement and base shear(pushover analysis) is 23mm and 275kN respectively. I obtained 20mm and 280 kN. Also for near collapse (rotation capacity) displacement and ...

Thanks a lot for your guidance