Analysis of the Shock-Absorbing Performance of Buckling Restrained Brace for High-Rise Buildings

Ji Xing Yuan; Qing Zhang; Gui Hu Qin; Ruo Fei Liu

doi:10.4028/www.scientific.net/AMM.351-352.708

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Summary of Study on Composite Concrete Slabs
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Constitutive Relationship of FRP Reinforced Column Plastic Hinge Zone Based on Pushover Analysis
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Research on Stability of Pretensioned Spherical Reticulated Mega-Structure
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Analysis of the Shock-Absorbing Performance of Buckling Restrained Brace for High-Rise Buildings
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An Experimental Study on the Flexural Behavior of Post-Tensioned Concrete Beams with CFRP Tendons
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Analysis of the Shock-Absorbing Performance of...

Analysis of the Shock-Absorbing Performance of Buckling Restrained Brace for High-Rise Buildings

Abstract:

Buckling restrained brace is an economical tool for shock-absorbing. In this paper, it was used in a high-rise building. The shock-absorbing performance of the brace was analyzed under frequent earthquake condition with engineering software. It was found that with buckling restrained brace, the dynamic characteristics of the structure is changed, and the peak of the dynamic response is suppressed, making the storey drift of the structure meets the regulations.