Testing of Buckling-Restrained Braces with Replaceable Steel Angle Fuses

Author:

Qu Bing1,Liu Xiaofang2,Hou Hetao3,Qiu Canxing4,Hu Dazhu5

Affiliation:

1. Professor in Residence, School of Civil Engineering, Shandong Univ., Jinan, Shandong 250061, China; Associate Professor, Dept. of Civil and Environmental Engineering, California Polytechnic State Univ., San Luis Obispo, CA 93407 (corresponding author).

2. Research Assistant, School of Civil Engineering, Shandong Univ., Jinan, Shandong 250061, China.

3. Professor, School of Civil Engineering, Shandong Univ., Jinan, Shandong 250061, China.

4. Assistant Professor, School of Civil Engineering, Shandong Univ., Jinan, Shandong 250061, China.

5. Assistant Professor, College of Urban Construction and Safety Engineering, Shanghai Institute of Technology, Shanghai 201418, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference28 articles.

1. AISC. (2016). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-16 Chicago.

2. Ductility capacity models for buckling-restrained braces

3. Cyclic Testing of a Buckling Restrained Braced Frame with Unconstrained Gusset Connections

4. Design of steel frames equipped with BRBs in the framework of Eurocode 8

5. Brown A. P. Aiken I. D. and Jafarazadeh F. J. (2001). “Buckling-restrained braces provide the key to the seismic retrofit of the Wallace F. Bennett federal building.” Modern Steel Constr. 41(8) 29–37.

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