Subassemblage Cyclic Loading Tests of Buckling-Restrained Braced RC Frames with Unconstrained Gusset Connections-Reference-Cited by-同舟云学术

Subassemblage Cyclic Loading Tests of Buckling-Restrained Braced RC Frames with Unconstrained Gusset Connections

Published:2016-02 Issue:2 Volume:142 Page:04015128
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Qu Zhe¹,Kishiki Shoichi²,Maida Yusuke³,Sakata Hiroyasu⁴

Affiliation:

1. Associate Researcher, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, No. 1, North Waihuan Rd., Yanjiao, Sanhe, Hebei 065201, China (corresponding author).

2. Associate Professor, Structural Engineering Research Center, Tokyo Institute of Technology, Nagatsuta, Midori, Yokohama 226-8503, Japan.

3. Assistant Professor, Graduate School of Engineering, Dept. of Architecture, Chiba Univ., 1-33 Yayoi-cho, Inage-ku, Chiba 263-8522, Japan.

4. Professor, Graduate School of Science and Engineering, Tokyo Institute of Technology, 2-12-1-M1-32 Ookayama, Meguro, Tokyo 152-8552, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001407

Reference18 articles.

1. AISC (American Institute of Steel Construction). (2010). “Prequalified connections for special and intermediate steel moment frames for seismic applications.” ANSI/AISC 358-10 Chicago 11–15.

2. Coefficient of Friction for Steel on Concrete at High Normal Stress

3. Bentz E. C. (2000). “Sectional analysis of reinforced concrete.” Ph.D. thesis Dept. of Civil Engineering Univ. of Toronto Toronto.

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

5. Brown A. P. Aiken I. D. and Jafarzadeh F. J. (2001). “Buckling restrained braces provide the key to the seismic retrofit of the Wallace F. Bennett Federal building.” Model Steel Construction 〈http://msc.aisc.org/en/modernsteel/archives/2001/august/〉 (Aug. 2001).

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