Nonlinear Behavior of RC Buildings with Steel bracings - Bok av Birendra Kumar Bohara - Häftad
The RC-MRCBFs were used with a V braced frame. The base shear contribution in the moment-resisting frame (column) and braced frame were considered such as columns resist 25%, 50%, and 75% base shear in the braced RC frame systems. The core objective of this examination is to understand the earthquake behavior of the RC-MRCBFs in steel V-braced frames. The study also investigates the overstrength factor and ductility reduction factors, failure mapping, and collapse mechanism, and understands the seismic..