Hysteretic Performance Analysis of Double-Tube Buckling Restrained Braces with Contact-Ring

Zhan Zhong Yin; Xiu Li Wang

doi:10.4028/www.scientific.net/AMR.163-167.681

Paper Titles

Study on the Strategy of Elastic Modulus Adjustment of the Elastic Modulus Reduction Method for Limit Analysis of Structures Containing Flaws
p.655

The Numerical Calculation and Analysis of Burner Zone Membrane Water-Wall Temperature Field of a 600MW Supercritical Boiler under Various Operating Conditions
p.664

Experimental and Finite Element Analysis on the Ultimate Bearing Capacity of Hollow Spherical Joints with Ribbed Stiffener
p.670

Analysis on the Mechanical Properties of Connections on Cold-Formed Square Steel Column and Beam
p.676

Hysteretic Performance Analysis of Double-Tube Buckling Restrained Braces with Contact-Ring
p.681

Research on Hysteretic Behavior of Angle Beam-Column Connections
p.686

Numerical Simulation Analysis on Seismic Behavior of Cold-Formed Beam-to-Column Connections
p.692

Analysis of Influence on Mechanical Behavior of Jiubao Bridge Caused by Construction Process
p.697

Mechanical Properties of a One-Way Beam String Structure with the Cooperation of the Supporting Structure
p.701

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Hysteretic Performance Analysis of Double-Tube...

Hysteretic Performance Analysis of Double-Tube Buckling Restrained Braces with Contact-Ring

Abstract:

Double-tube buckling restrained braces with contact ring is a new buckling-restrained brace (BRBs), and is a refinement of double-tube buckling restrained braces. Based on the theory of the finite element method, the finite element entity model of double-tube buckling restrained brace with contact-ring has been made. The double-tube buckling restrained braces is systematically analyzed and computed. The analysis results indicate that this kind of buckling restrained brace has good energy dissipation and restoring force characteristics, and can overcome the difficulty in connection.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

681-685

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.681

Citation:

Cite this paper

Online since:

December 2010

Authors:

Zhan Zhong Yin, Xiu Li Wang

Keywords:

Buckling Restrained Brace (BRB), Finite Element Analysis (FEA), Hysteretic Performance Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] 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

[2] 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

[3] 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

[4] 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

[5] Wang Xiu-li, CHEN Xiang-yong, YIN Zhan-zhong: An Analysis of Seismic Vibration Reduction of K6 Spherical Latticed Shell by Means of Buckling-Restrained Braces, edtied by Journal of Gansu ScienceS, 19: 1, 122-126. (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