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Displacement Control of Existing Steel Moment-Resisting Frame Structures Using Buckling-Restrained Braces
Large displacements are expected to occur in existing code-compliant steel moment-resisting frames during a severe earthquake, affecting the functionality of buildings. This study investigated the use of buckling-restrained braces for controlling the displacement response and ensuring an occupiable performance level of the structures. A design procedure for the braces based on the energy balance concept is proposed, where the hysteretic energy demand of the frame before and after attaching the braces is equated. Time-history analysis results show structures designed using the proposed procedure satisfied the targeted performance level, and no significant change in peak floor acceleration response was observed.
Displacement Control of Existing Steel Moment-Resisting Frame Structures Using Buckling-Restrained Braces
Large displacements are expected to occur in existing code-compliant steel moment-resisting frames during a severe earthquake, affecting the functionality of buildings. This study investigated the use of buckling-restrained braces for controlling the displacement response and ensuring an occupiable performance level of the structures. A design procedure for the braces based on the energy balance concept is proposed, where the hysteretic energy demand of the frame before and after attaching the braces is equated. Time-history analysis results show structures designed using the proposed procedure satisfied the targeted performance level, and no significant change in peak floor acceleration response was observed.
Displacement Control of Existing Steel Moment-Resisting Frame Structures Using Buckling-Restrained Braces
Sok, An (author) / Yamada, Satoshi (author) / Iyama, Jun (author)
Journal of Earthquake Engineering ; 28 ; 2742-2762
2024-07-26
21 pages
Article (Journal)
Electronic Resource
English
Taylor & Francis Verlag | 2010
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