Thanks for your reply.
I have tried all the element types including infrmDB, infrmFB, and the hinged types. The main problem is that my simulated model is much stiffer than the experimental case that I need to validate. It's weird that even when defining cracking in code or performance criteria ...
Search found 2 matches
- 22 Jul 2021, 15:18
- Forum: 03-Analytical/modelling capabilities
- Topic: Modeling Damaged RC Frame and Retrofitting
- Replies: 9
- Views: 4820
- 22 Jul 2021, 13:41
- Forum: 03-Analytical/modelling capabilities
- Topic: Modeling Damaged RC Frame and Retrofitting
- Replies: 9
- Views: 4820
Re: Modeling Damaged RC Frame and Retrofitting
Dear Gronti,
Would you please explain the steps for modeling an RC Shear wall that experiences cracks and damage under seismic loads? What kind of Element Class should be used? and what specific analysis settings should be defined?
Thank you!
Would you please explain the steps for modeling an RC Shear wall that experiences cracks and damage under seismic loads? What kind of Element Class should be used? and what specific analysis settings should be defined?
Thank you!