Li Yan, Wu Bin, Wang Qianying, et al. An experimental study of anti-buckling steel damping-braces [J]. China Civil Engineering Journal, 2006, 39(7): 9―14. (in Chinese)
Shen Bo, Deng Changgen. Continuous transition from point contact to line contact between the axially compressed inner core and the flexible sleeve in a sleeved column [J]. Engineering Mechanics, 2007, 24(2): 154―160. (in Chinese)
Shen Bo, Deng Changgen. Buckling of line-contact segment between axially compressed inner core and flexible sleeve in a sleeved column [J]. Engineering Mechanics, 2007, 24(11): 63―69. (in Chinese)
Ma Ning, Wu Bin, Zhao Junxian, et al. Full scale uniaxial and subassemblage tests on seismic behavior of all-steel buckling-restrained brace [J]. China Civil Engineering Journal, 2010, 43(4): 1―7. (in Chinese)
Ye Lieping, Ma Qianli, Cheng Guangyu, et al. A seismic analysis of machine technology business centre with energy dissipation braces [J]. Earthquake Resistant Engineering and Retrofitting, 2005, 27(3): 20―25. (in Chinese)
Li Guoqiang, Gong Hai, Zhang Yang, et al. Study on key technologies of TJ buckling restrained braces in strengthening projects [J]. Building Structures, 2010, 40(Suppl 2): 135―138. (in Chinese)
Zhou Yun, Deng Xuesong, Qian Hongtao, et al. An experimental study of the perforation-type triple-steel tube buckling-restrained brace [J]. China Civil Engineering Journal, 2010, 43(9): 77―86. (in Chinese)
[15]
Ju Y K, Kim M, Kim J, et al. Component tests of buckling-restrained braces with unconstrained length [J]. Engineering Structures, 2009, 31(2): 507―516.
[16]
Mazzolani F M, Corte G D, Aniello M. Experimental analysis of steel dissipative bracing systems for seismic upgrading [J]. Journal of Civil Engineering and Management, 2009, 15(1): 7―19.
[17]
Watanabe A, Hitomi Y, Yaeki E, et al. Properties of brace encased in buckling-restraining concrete and steel tube [C]. Proceedings of the 9th World Conference on Earthquake Engineering. Tokyo-Kyoto Japan, 1988.
[18]
Fujimoto M, Wada A, Saeki E, et al. A study on the unbonded brace encased in buckling-restraining concrete and steel tube [J]. Journal of Structural and Construction Engineering, 1988, 34: 249―258.
Cheng Guangyu, Ye Lieping, Cui Hongchao. Study on the design method of buckling-restrained brace [J]. Journal of Building Structures, 2008, 29(1): 40―48. (in Chinese)
[21]
Nagao T, Takahashi S. A study on the elasto-plastic behavior of unbonded composite bracing: Part 2 [J]. Journal of Structural and Construction Engineering, 1999, 521(7): 141―147.
Guo Yanlin, Jiang Leixin. Behavior and application of buckling-restrained braces assembled with section steels [J]. Building Structures, 2010, 40(1): 30―37. (in Chinese)
[24]
Manabe N, Simokawa H, Kamiya M, et al. Elasto plastic behavior of flat-bar braces stiffened by square steel tube [C]. Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structural Engineering Section, 1996.
[25]
Kamiya M, Simokawa H, Morino S, et al. Elasto-plastic behavior of flat-bar braces stiffened by square steel tube (Part 2) [C]. Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, Structural Engineering Section, 1997.
[26]
Matsui R, Takeuchi T, Hajar J F, et al. Local buckling restraint condition for core plates in buckling restrained braces [C]. The 14th World Conference on Earthquake Engineering, Beijing China, 2008.
Zhao Junxian, Wu Bin. Working mechanism and stability design methods of buckling-restrained braces [J]. Journal of Earthquake Engineering and Engineering Vibration, 2009, 29(3): 131―139. (in Chinese)
[29]
Black C, Makris N, Aiken I. Component testing, seismic evaluation and characterization of buckling restrained braces [J]. Journal of Structural Engineering, 2004, 130(6): 880―894.
[30]
Iwata M, Murai M. Buckling-restrained brace using steel mortar planks: performance evaluation as a hysteretic damper [J]. Earthquake Engineering and Structural Dynamics, 2006, 35: 1807―1826.
