Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
269106 | Engineering Structures | 2006 | 8 Pages |
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.
Keywords
Related Topics
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Geotechnical Engineering and Engineering Geology
Authors
Shawn Kiggins, Chia-Ming Uang,