Seismosoft | Earthquake Engineering Solutions

Dear SeimoSoft Team,
Thank you very much for your reply. As you suggested, I try with Takeda, and Lin_Sym, both individually, there is no change in load carrying capacity and stiffness in initial drift ratio of CFRP jacketed column with compared to as built column. I sent an email to you with attachment of as built column and CFRP jacketed columns model.
Please help me, if there is something wrong in my modelling process.
Thanks
Anant

Hello Sir... Can we replace steel as CFRP or GFRP rebars in Seisomstruct and which model we have to use CFRP or GFRP rebars?

Dear Inzimam ul haque,

There is a simplified uniaxial trilinear FRP model that assumes no resistance in compression, frp_tl, available in SeismoStruct.