Cyclic loading test of double K-braced reinforced concrete frame subassemblies with buckling restrained braces

Author:

Qu Zhe,Xie Jinzhen,Wang Tao,Kishiki Shoichi

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference44 articles.

1. Fujimoto M, Wada A, Saeki E, Watanabe A and Hitomi Y. A study on brace enclosed in buckling-restraining mortar and steel tube. In: Summaries of Technical Papers of AIJ Annual Meeting, 1988: 1339-1342 (in Japanese).

2. Watanabe A, Hitomi Y, Saeki E, Wada A and Fujimoto M. Properties of brace encased in buckling-restraining concrete and steel tube. Proc. 9th World Conference on Earthquake Engineering, 1988. http://www.iitk.ac.in/nicee/wcee/article/9_vol4_719.pdf (Mar. 16, 2015).

3. Kukita S, Haginoya M, Miyagawa K, Kinoshita R, Fujisawa K, Fujinaga T et al. Experimental Study on Seismic Retrofit for Existing R/C Building by using CHS Bracing. In: Summaries of Technical Papers of AIJ Annual Meeting, 2000, C-2: 377–382 (in Japanese).

4. Buckling restrained braces provide the key to the seismic retrofit of the Wallace F. Bennett federal building;Brown;Modern Steel Constr,2001

5. Seismic retrofitting with buckling restrained braces: Application to an existing non-ductile RC framed building;Di Sarno;Soil Dyn Earthquake Eng,2010

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