There is some limitations and requirements in ASCE if the 2nd mode is rotational mode, because such buildings are considered as irregular. To design irregular buildings, performance based-design (PBD) approach which requires nonlinear response time history analysis is the best choice
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شكراا جزيلا thank you
Hi tarik, can iget the excel sheet ?
drive.google.com/drive/folders/1QsAcXHQNhEzJnE5Rpj81BEj-4xqEezCW?usp=sharing
really appreciate !
does code allow rotational mode for 2nd mode?
and what if translation and rotational mode is a couple mode?
There is some limitations and requirements in ASCE if the 2nd mode is rotational mode, because such buildings are considered as irregular. To design irregular buildings, performance based-design (PBD) approach which requires nonlinear response time history analysis is the best choice
@@Eng.tarekyoussef can u plz also make a video on desogn of shear wall...
@@yashsahu1 maybe this video could help u
th-cam.com/video/COHipADBHpw/w-d-xo.html
Sir can u please share the Response spectrum Xl sheet u r using in this video
Excellent videos, You could share the excel files shown in the videos, thanks
drive.google.com/drive/folders/1QsAcXHQNhEzJnE5Rpj81BEj-4xqEezCW?usp=sharing
according which code you work
According to the book of dynamics and vibration by Dr. Anil Chopra