WIND TUNNEL TESTS OF RESPONSE PROPERTY FOR TALL BUILDING HAVING VISCOUS OR VISCO-ELASTIC DAMPER
Author:
Affiliation:
1. Center of Urban Earthquake Eng., Tokyo Institute of Tech.
2. Dept. of Environmental Science and Tech. Tokyo Institute of Tech.
3. Research Center, Tokyo Institute of Tech.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/72/617/72_KJ00004621789/_pdf
Reference7 articles.
1. 11) CHO K.-P. Viscoelastic damping for Wind-Excited Motion of a Five-Story Building Frame. Journal of Wind Engineering and Industrial Aerodynamics. (1998) vol.77&78, p.269-281.
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