Large-Scale Testing of Steel Unbonded Braces for Energy Dissipation-Reference-Cited by-同舟云学术

Large-Scale Testing of Steel Unbonded Braces for Energy Dissipation

Published:2000-04-27 Issue: Volume: Page:
ISSN:
Container-title:Advanced Technology in Structural Engineering
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Author:

Clark Peter W.¹²³⁴,Aiken Ian D.¹²³⁴,Kasai Kazuhiko¹²³⁴,Kimura Isao¹²³⁴

Affiliation:

1. Senior Project Engineer, Seismic Isolation Engineering Inc., P.O. Box 11243, Oakland, CA 94611-0243

2. Principal, Seismic Isolation Engineering Inc., P.O. Box 11243, Oakland, CA 94611-0243

3. Professor of Structural Engineering, Structural Engineering Research Center, Tokyo Institute of Technology, Nagatsuta, Midori-Ku 226-8503, Japan

4. Group Manager, Overseas Marketing & Engineering Group, Nippon Steel Corporation, 6-3 Otemachi 2-chome, Chiyoda-ku, Tokyo, Japan

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40492%282000%2912

Reference3 articles.

1. Watanabe A. Hitomi Y. Saeki E. Wada A. and Fujimoto M. (1988) "Properties of Brace Encased in Buckling-Restraining Concrete and Steel Tube " Proceedings of Ninth World Conference on Earthquake Engineering Tokyo-Kyoto Japan Paper No. 6-7-4 Vol. IV pp. 719-724.

2. Fully Braced for Seismic Survival;Reina P;Engineering News Record,1997

3. Clark P. Aiken I. Kasai K. Ko E. and Kimura I. (1999) "Design Procedures for Buildings Incorporating Hysteretic Damping Devices " Proceedings of 1999 Annual Convention of the Structural Engineers Association of California Santa Barbara California.

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