Development and validation tests of a dual-core self-centering sandwiched buckling-restrained brace (SC-SBRB) for seismic resistance

Author:

Chou Chung-Che,Tsai Wen-Jing,Chung Ping-Ting

Funder

National Science Council Taiwan

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference35 articles.

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2. Kasai K, Ooki Y, Ito H, Motoyui S, Hikino T, Sato E. Full-scale tests of passively-controlled 5-story steel building using E-defense shake table. In: International conference for behavior of steel structures in seismic area, Pennsylvania, USA; 2009.

3. Experimental evaluation of a large-scale buckling-restrained braced frame;Fahnestock;J Struct Eng, ASCE,2007

4. Uang C-M, Kiggins S. Reducing residual drift of buckling-restrained braced frames. In: Int workshop on steel and concrete composite construction, Report No. NCREE-03-026. Taiwan: National Taiwan University; 2003.

5. Seismic response of multistory buildings with self-centering energy dissipative steel braces;Tremblay;J Struct Eng, ASCE,2008

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