Validation of a steel dual-core self-centering brace (DC-SCB) for seismic resistance: from brace member to one-story one-bay braced frame tests

Author:

Chou Chung-Che,Chung Ping-Ting,Wu Tsung-Han,Beato Alexis Rafael Ovalle

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference20 articles.

1. Uang C M, Nakashima M. Steel buckling-restrained braced frames. In Earthquake Engineering from Engineering Seismology to Performance-based Engineering (Chapter 16). Bozorgnia Y, Bertero VV. (eds), CRC Press LLC: Boca Raton, FL; 16–1–16–37, 2003

2. Fahnestock L A, Sause R, Ricles J. Analytical and experimental studies on buckling restraint braced composite frames. In: Proceedings of the International Workshop on Steel and Concrete Composite Construction. Rep. No. NCREE-03–026, Taiwan University, Taiwan, China, 2003

3. Roeder C W, Lehman D E, Christopulos A. 2006. Seismic performance of special concentrically braced frames with buckling restrained braces. In: Proceedings of the 8th U.S. National Conference on Earthquake Engineering. Earthquake Engineering Research Institute, Oakland California, Paper No. 1503

4. Tsai K C, Hsiao B C, Wang K J, Weng Y T, Lin ML, Lin K C, Chen C H, Lai J W, Lin S L. Pseudo-dynamic tests of a full scale CFT/ BRB frame-Part I: Specimen design, experiment and analysis. Earthquake Engineering & Structural Dynamics, 2008, 37(7): 1081–1098

5. Chen C, Gong H, Chou C C. Seismic behavior and application of buckling-restrained braces in China Mainland and Taiwan. In: the 14th World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures, San Diego, USA, 2015

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