Effects of Strain Rate on the Hysteretic Behavior of Buckling-Restrained Braces

Author:

Qu Zhe1ORCID,Xie Jinzhen2,Cao Yuteng3,Li Wenjun3,Wang Tao4

Affiliation:

1. Professor, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Sanhe, Hebei 065201, China (corresponding author). ORCID: .

2. Assistant Manager, Gemdale Group Co. Ltd., No. 65, Haier Rd., Laoshan, Qingdao 266000, China.

3. Graduate Student, Dept. of Structural Engineering, Institute of Engineering Mechanics, China Earthquake Administration, Sanhe, Hebei 065201, China.

4. Professor, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Sanhe, Hebei 065201, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Carden L. A. Itani I. Buckle and I. Aiken. 2004. “Buckling restrained braces for ductile end cross frames in steel plate girder bridges.” In Vol. 503 of Proc. 13th World Conf. on Earthquake Engineering. Tokyo: International Association for Earthquake Engineering.

2. Experiments on concrete-tube buckling restrained brace;Chen W.;Constr. Des. Project,2009

3. Experimental study on seismic performance of buckling restrained braces made of Q235 hot-rolled steel in China;Gao X. Y.;Build. Struct.,2008

4. Static tests on buckling restrained brace made of hot-rolled steel angle with strengthened ends. Experiments on concrete-tube buckling restrained brace;Gao X. Y.;J. Build. Struct.,2010

5. EXPERIMENTAL STUDY ON DYNAMIC BEHAVIOR OF UNBONDED-BRACES

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