An Experimental Study on Double-Tube Bucking Restrained Braces with Contact Rings

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Abstract:

The paper designs the models of double-tube BRBs with contact rings by applying the existing general materials and carries out an experimental research on static properties, exploring on its bearing performance under the condition of unidirectional loading and the relationship between the bearing performance and the stiffness of outer-tube, clearance and slenderness ratio of inner-tube, so as to provide references for the engineering application of double-tube BRBs with contact rings.

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Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

475-480

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Online since:

December 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Yamaguchi M., Yamada, and Matsumoto Y. et al: Full-Scale Shaking Table Test of Damage Tolerant Structure with a Buckling Restrained Brace, edtied by Journal of structural and construction engineering. 558: 189-196. (2002).

DOI: 10.3130/aijs.67.189_2

Google Scholar

[2] Kim J and Seo Y: Seismic Struchires design of loin-rise steel frames unth buckling-restrained braces, edtied by Engineering Structures, 26: 5, 543-551. (2004) (in Chinese).

DOI: 10.1016/j.engstruct.2003.11.005

Google Scholar

[3] Uang Chia-ming, NAKASHI MAM asayoshi: The Practice and Research Development of Buckling Restrained Braced Frames(Ⅱ), edtied by Progress in Steel Building Structures. 7: 2, 1-11. (2005) (in Chinese).

Google Scholar

[4] Tsai Keh-Chyuan, Hwang Yean-chih, Weng Chung-shing. Seismic Performance and Applications of double-Tube Buckling Restrained Braces, edtied by Progress in Steel Building Structures. 7: 3, 1-8. (2005) (in Chinese).

Google Scholar

[5] Wang Xiu-li, Chen Ming: FEM analysis of a kind of buckling-restrained brace fit in space truss structure, edtied by Journal of Lanzhou University of Technology, 33: 3, 124-127. (2007) (in Chinese).

Google Scholar

[6] Yin Zhan-zhong, Wang Xiu-li, LI Xiao-dong: Finite element analysis of double-steel-tube buckling restricting braces with contact-ring, edtied by Journal of Lanzhou University of Technology, 32: 5, 122-126. (2008) (in Chinese).

Google Scholar

[7] Cao Zi and Xue Suduo: SESIMIC ANALYSIS AND DESIGN OF SPETIAL STRUCTURES, Science Press. (2005) (in Chinese).

Google Scholar