Article ID Journal Published Year Pages File Type
269106 Engineering Structures 2006 8 Pages PDF
Abstract

Buckling-restrained braced frames (BRBFs) have been shown to exhibit very favorable energy-dissipating characteristics. Nevertheless, low post-yield stiffness of the braces leave the system vulnerable to unfavorable behavioral characteristics such as large permanent drift. This paper presents results of a study conducted to investigate the potential benefit of using buckling-restrained braces in a dual system to minimize permanent deformations. Results from nonlinear time-history analyses demonstrate significant improvements in reducing residual story drifts using the dual system.

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Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
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