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What is Evaluation of The Response Modification Factor in Steel Braced Frames Incorporating Buckling-Restrained Braces about?

This study evaluates the response modification factor (R-factor) in steel braced frames incorporating buckling-restrained braces (BRBs), highlighting a significant reduction of approximately 35% in R-factor with increased building height. The analysis, conducted on various frame configurations, reveals that wider spans can partially mitigate this decline, enhancing the seismic performance of mid- and high-rise structures. The findings emphasize the need for updated code provisions that account for the speci

Author

mostafa ismael

Language

EN