Principle and Application Prospects of Buckling Restrained Brace

Zihao Wei; Xiaosheng Song; Ruixiang Guo

doi:10.54097/ajst.v5i2.6979

Authors

Zihao Wei
Xiaosheng Song
Ruixiang Guo

DOI:

https://doi.org/10.54097/ajst.v5i2.6979

Keywords:

Buckling restrained brace, Energy consumption, Principle, Engineering Applications.

Abstract

Buckling restrained brace, as a new type of support, has the dual characteristics of support and energy consumption, first explains its composition and working principle, and then briefly describes the current status and application and prospects of domestic and foreign research.

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References

Yoshino T K Y E A. Experimental Study on Shear Wall with Braces (Part2) [C] Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan,1971.403-404.

Wakabayashi M, Nakamura T. Experimental study of elasto-plastic properties of precast concrete wall panels with built-in insulating braces [C] Summaries of Technical Papers of Annual Meeting. Architectural Institute of Japan 1973; 1041-1044.

Miller D J, Fahnestock L A, Eatherton M R. Self-Centering Buckling-Restrained Braces for Advanced Seismic Performance[C]. Proceedings of the 2011 Structures Congress, 2011: 960-970.

Maoyukun, Super strength coefficient of buckling restrained braces[J] shanxi architecture, 2014, 40 (13): 49-50

Lin P C，Tsai K，Wang K J，et al. Seismic Design and Hybrid Tests of a Full-scale Three-story Buckling-Restrained Braced Frame Using Welded End Connections and Thin Profile[J]. Earthquake Engineering and Structural Dynamics, 2012 (41) :1001-1020 .

Lubinbin, Study on the performance of buckling-restrained brace wrapped with carbon fiber and basalt fiber[D] harbin polytechnic institute, 2013.

Bai J L, Ou J P. Earthquake-resistant Design of Buckling-restrained Braced RC Moment Frames Using Performance-based Plastic Design Method[J]. Engineering Structures, 2016 (107): 66-79.

Fuzhengping, Study on the performance of new FRP-steel composite core buckling-restrained brace[D], Southeast University, 2016.

Ozcelik R, Dikiciasik Y, Erdil E, et al. The development of the buckling restrained braceswith new end restrains [J]. Constructional Steel Research，2017(138) : 208-220.

WANG C. L., ZHOU L., et al. Developing A New Bamboo-Shape Buckling-Restrained Brace [C]// 16th World Conference on Earthquake (16WCEE 2017), Santiago, Chile, January 2017, Paper No. 4018.

Liwufeng, Study on the stability of FRP wrapped concrete filled circular steel tube buckling restrained brace[D], Harbin Institute of Technology, 2018.

Zhoupeng, Design theory and experimental study of truss restrained buckling restrained braces[D], Harbin Institute of Technology, 2018.

Qu Z, Xie J Z, Cao Y T, et al. Effects of Strain Rate on the Hysteretic Behavior of Buckling-Restrained Braces[J]. Structure Eng., ASCE, 2020, 146(1): 06019003.

Xiemingmei, Seismic performance of graded yielding buckling-restrained brace frame structure[J], chinese sciential and technical theses, 2022,17(08):879-886.

Yang T.Y. et al. Quantification of energy dissipation demand for buckling-restrained braces[J]. Soil Dynamics and Earthquake Engineering 2022, 155.