Flexural Demand on Pin-Connected Buckling-Restrained Braces and Design Recommendations-Reference-Cited by-同舟云学术

Flexural Demand on Pin-Connected Buckling-Restrained Braces and Design Recommendations

Published:2012-11 Issue:11 Volume:138 Page:1398-1415
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhao Junxian¹,Wu Bin²,Ou Jinping³

Affiliation:

1. Assistant Professor, State Key Laboratory of Subtropical Building Science, South China Univ. of Technology, Guangzhou 510641, People’s Republic of China.

2. Professor, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, People’s Republic of China (corresponding author).

3. Professor, School of Civil and Hydraulic Engineering, Dalian Univ. of Technology, Dalian 116024, People’s Republic of China.

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.0000549

Reference11 articles.

1. Aiken I. D. Mahin S. A. and Uriz P. (2002). “Large-scale testing of buckling-restrained braced frames.” Proc. Japan Passive Control Symp . Tokyo Institute of Technology Tokyo 35–44.

2. Buckling-restrained brace using steel mortar planks; performance evaluation as a hysteretic damper

3. Component tests of buckling-restrained braces with unconstrained length

4. Narihara H. Tsujita O. and Koeteka Y. (2000). “The experimental study on buckling restrained braces (Part 1: Experiment on pin connection type).” Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan Tokyo 913–914 (in Japanese).

5. Newell J. Uang C. M. and Benzoni G. (2006). “Subassemblage testing of corebrace buckling-restrained braces (G series).” Rep. No. TR-06/01 Univ. of California San Diego.

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