Seismosoft | Earthquake Engineering Solutions

HI, I want to model load-bearing brick masonrystructure in seismostruct so is it possible??

Thank you sir

I got your point that if i modelled infill in frame then no need to apply again dead wt of wall on beam but next question is if i modelled infill on beam and i want to add distributed live load on beam then in that case how can i give the live load on beam because already infill is modelled on beam ...

Hi,
I modelled framed infill structure in that added infill wall on beams so is there need to apply dead load of wall on beam seperately?pls help me
Thanks

self weight of slab and wall is considered software itself or not? i mean if i modelled slab and wall in 3D frame so i need to consider wt of both on beam as a distributed load.is it correct? would help me pls
Thanks & regards

Hello everyone, I did pushover analysis of RC infilled frame but ,I want to show the infill deformation on pushover curve but if i go through the performance criteria then its only for frame element so how to plot infill deformation on pushover curve ???????? Would you help me pls??
THANKS..

OK

Actually sir i calculated the stiffness , strength , ductility etc.from pushover curve but now I am confused while calculating R factor so can u explain in details?? IF it is possible then it will be too much beneficial for my project.
THANKS

I have to calculate response reduction factor from pushover analysis of RC infilled frame so how can I calculate it??? give me some suggestions please
THANKS

ok sir...