Damping Evaluation Using Full-Scale Data of Buildings in Japan-Reference-Cited by-同舟云学术

Damping Evaluation Using Full-Scale Data of Buildings in Japan

Published:2003-04 Issue:4 Volume:129 Page:470-477
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Satake Naoki¹,Suda Ken-ichi²,Arakawa Toshiharu³,Sasaki Atsushi⁴,Tamura Yukio⁵

Affiliation:

1. Research Engineer, Institute of Technology, Shimizu Corporation, 3-4-17 Etchujima, Koto-Ku, Tokyo 135-8530, Japan.

2. Research Head, Engineering Research Institute, Sato Kogyo Company, Limited, 47-3 Sanda, Atsugi-shi, Kanagawa 243-0211, Japan.

3. Associate Professor, Dept. of Architecture, School of Science and Technology, Meiji Univ., 1-1-1 Higashimita, Tama-ku, Kawasaki, Kanagawa 214-8571, Japan.

4. Research Engineer, Technical Research Institute, Nishimatsu Construction Company, Limited, 4054 Nakatsu, Aikawa-machi, Aiko-gun, Kanagawa 243-0303, Japan.

5. Professor, Dept. of Architecture, Tokyo Institute of Polytechnics, 1583 Iiyama, Atsugi-shi, Kanagawa 243-0297, 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%282003%29129%3A4%28470%29

Reference10 articles.

1. Architectural Institute of Japan (AIJ). (1978). “Vibration tests of building structures.” The Architectural Institute of Japan Tokyo (in Japanese).

2. Architectural Institute of Japan (AIJ). (2000). “Damping in buildings.” The Architectural Institute of Japan Tokyo (in Japanese).

3. Davenport A. G. Hogan M. and Vickery B. J. (1970). “An analysis of records of wind-induced building motion and column strain taken at the John Hancock Center (Chicago).” BWLT-10-1970 Univ. of Western Ontario London Canada.

4. Davenport A. G. and Hill-Carroll P. (1986). “Damping in tall buildings: Its variability and treatment in design.” Proc. American Society of Civil Engineers (ASCE) Spring Convention Seattle ASCE 42–57.

5. Damping in tall buildings—a mechanism and a predictor

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