Parametric finite element analysis of Buckling-Restrained Braces

Author:

Liao Xianghui,Zhao Chao,Liu Zengwei

Abstract

Abstract The Buckling-Restrained Braces is an excellent seismic energy dissipator. In this paper, the effects of the three core width-thickness ratios, gaps, and constraint ratios of the Buckling-Restrained Braces on the seismic performance of the Buckling-Restrained Braces are studied and modeled and analyzed by ABAQUS The simulation results show that the Buckling-Restrained Braces has the best seismic performance when the width-to-thickness ratio is 10-16; when the gap is 1-2mm, the Buckling-Restrained Braces has the best seismic performance; when the constraint ratio is about 5, the Buckling-Restrained Braces The best seismic performance.

Publisher

IOP Publishing

Subject

General Physics and Astronomy

Reference5 articles.

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5. Experimental study on seismic performance of all-steel Buckling-Restrained Braces at low yield point. [J];Wang;Journal of Civil Engineering,2013

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