Thank you so much for the reply.
Other than the "automatic modelling" there are no other option to design FRP retrofitting for beams? Do you have a recommendation of what should I do? Change the type of section maybe?
Thank you again.
Search found 2 matches
- 26 Oct 2020, 11:32
- Forum: 03-Analytical/modelling capabilities
- Topic: Retrofittig beams with FRP
- Replies: 3
- Views: 2982
- 23 Oct 2020, 14:51
- Forum: 03-Analytical/modelling capabilities
- Topic: Retrofittig beams with FRP
- Replies: 3
- Views: 2982
Retrofittig beams with FRP
Hello everybody!
I am currently working on the assessment and retrofitting of an existing RC frame with Seismostruct. The idea is to retrofit using FRP. While I can strengthen my columns using this technique, I can't do it for the beams. The section that I am using for the beams is a T-section. How ...
I am currently working on the assessment and retrofitting of an existing RC frame with Seismostruct. The idea is to retrofit using FRP. While I can strengthen my columns using this technique, I can't do it for the beams. The section that I am using for the beams is a T-section. How ...