Seismosoft | Earthquake Engineering Solutions

Thank you so much sir

Hi,
Thank you very much for your reply and advise sir,
I am modeling a Reinforced concrete (rectangular section) column; strengtheing with FRP wrapping. I am doing Dynamic time-history analysis. I use the following properties and section.
Add Material Class: reinforcement-S420, concrete-C16/20 ...

How do I edit frp wrap (with effect)

Hello
I am getting same results like without FRP and with FRP.( RC Rectangular Section and Dynamic time-history analysis)
If anybody could help, I would greatly appreciate you.
Thanks