hello
i am student working on project Rc frame subjected to seismic forces (ibc) and wind also but i couldn't because most of tutorials are on steel frames and i need to work in rc frames can any one provide some examples
also i dont understand the need to define (rigid diaphragms) and when should i define them are they related to my moment frame type (special or intermediate moment r frame ) or what exactly
and the deference between static and dynamic seismic analysis
thank you
You can refer example no 15 & 26 for wind and rigid diaphragm.
Also, you can refer the below links.
https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/94037/using-floor-diaphragm-command
https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/28991/how-to-define-multiple-rigid-diaphragm-at-same-y-level
https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/93448/static-and-dynamic-analysis-of-structure