The effect of design parameters on mechanical performance of all-steel buckling restrained brace with double steel tubes-Reference-Cited by-同舟云学术

The effect of design parameters on mechanical performance of all-steel buckling restrained brace with double steel tubes

Published:2022-05-25 Issue:3 Volume:27 Page:1247-1262
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Gao Jinhe¹,Xu Yuwen¹,Qu Chunxu²,Zhou Weihao¹,Zheng Baozhu¹,Li Peng¹,Chang Yi¹,Zhao Xinqun³

Affiliation:

1. School of Civil and Architectural Engineering, East China University of Technology, Nanchang, China

2. School of Civil Engineering, Dalian University of Technology, Dalian, China

3. Jiangsu Taile Damping Technology Co., Ltd, Jiangsu, China

Funder

National Natural Science Foundation of China

Natural Science Foundation of Jiangxi, China

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2022.2077839

Reference29 articles.

1. Component Testing, Seismic Evaluation and Characterization of Buckling-Restrained Braces

2. Fujii, S. & Tagawa, H. (2007). Finite element analysis of buckling-restrained braces using round steel bar cores and double steel tubes. Proceedings of Constructional Steel. Japan Society of Steel Construction, Tokyo, Japan, 377–382. (In Japanese)

3. Fujii, S. & Tagawa, H. (2008). Cyclic loading tests on buckling-restrained braces using round steel bar cores and double steel tubes. In: Joint conf proc 7th international conference on urban earthquake engineering (7CUEE) & 5th international conference on earthquake engineering (5ICEE), Tokyo, Japan; 2010. p. 1133–6.

4. EXPERIMENTAL STUDY ON BUCKLING-RESTRAINED BRACES USING ROUND STEEL BAR CORES AND DOUBLE STEEL TUBES

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