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This research article analyzes the seismic performance of buckling-restrained braces (BRBs) and gussets in a full-scale two-story reinforced concrete frame (RCF) specimen. The study employs Abaqus models to evaluate seismic forces and stability, confirming the effectiveness of existing methods for estimating forces on gussets and proposing a new stability evaluation model for out-of-plane buckling. The findings support the implementation of BRBs in new RCF constructions, enhancing their seismic resilience a

Author

mostafa ismael

Language

EN