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

Author:

Yin Zhan Zhong1,Wang Xiu Li1,Li Xiao Dong1

Affiliation:

1. Lanzhou University of Technology

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.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference7 articles.

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).

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).

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).

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).

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).

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