Estimation of Cumulative Deformation Capacity of Buckling Restrained Braces-Reference-Cited by-同舟云学术

Estimation of Cumulative Deformation Capacity of Buckling Restrained Braces

Published:2008-05 Issue:5 Volume:134 Page:822-831
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Takeuchi Toru¹²³⁴,Ida Mari¹²³⁴,Yamada Satoshi¹²³⁴,Suzuki Kazuaki¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Architecture and Building Engineering, Tokyo Institute of Technology, M1-29, 2-12-1 O-okayama, Meguro-ku, Tokyo 152-8552, Japan. E-mail: ttoru@arch.titech.ac.jp

2. Graduate Student, Dept. of Architecture and Building Engineering, Tokyo Institute of Technology, M1-29, 2-12-1 O-okayama, Meguro-ku, Tokyo 152-8552, Japan.

3. Associate Professor, Structural Engineering Research Center, Tokyo Institute of Technology, 4259 Nagatsuda, Midori-ku, Yokohama-shi, Kanagawa 226-8503, Japan.

4. Manager, Building Materials and Engineering Service Dept., Nippon Steel Corporation, Ohtemachi 2-6-3, Chiyoda-ku, Tokyo 100-8071, 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%290733-9445%282008%29134%3A5%28822%29

Reference20 articles.

1. AIJ. (2004). “Loading effect and fatigue failure by wind and earthquake.” Proc. AIJ Committee Symp. on Effect of Repeated Load AIJ Tokyo 33–39 (in Japanese).

2. Aiken I. D. Clark P. W. Tajirian F. F. Kasai K. Kimura I. and Ko E. (2000). “Unbonded braces in the United States—Design studies large-scale testing and the first building application.” Proc. Japan Passive Control Symp. Tokyo Institute of Technology Japan 203–217.

3. AISC. (2005). ”Seismic provisions for structural steel buildings including supplement No. 1.” AISC Publication C16 Buckling-Restrained Braced Frames American Institute of Steel Construction Inc. Chicago 204–207.

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