Seismic Analysis and Shear Design BIM #5 - Earthquake RSA reloaded

[@sanjb109]

Thank you for your Lecture sir, when you are considering SRSS rule correlation coefficient is not accounted then what is the use of providing damping factor for the structures , if CQC rue is applied then we must introduce damping factor....please illustrate me briefly.

[@siguerhakim4723]

Thanks for your nice vedio