PROCEEDINGS OF THE 25th NATIONAL SYMPOSIUM ON WIND ENGINEERING
巻, 号, ページ
Vol. 25
pp. 373-378
出版年月
2018年12月
出版者
和文:
日本風工学会
英文:
JAPAN ASSOCIATION FOR WIND ENGINEERING
会議名称
和文:
第25回風工学シンポジウム
英文:
THE 25th NATIONAL SYMPOSIUM ON WIND ENGINEERING
開催地
和文:
東京
英文:
Tokyo
ファイル
アブストラクト
From the experience of numerous earthquake disasters, the interest in isolation structure
is rising. Recently, seismic isolation structures have been actively adopted in high-rise
buildings as the isolation technology improves. However, when adopting the seismic
isolation structure in a high-rise building, its usefulness is questioned against wind loads
having properties different from those of earthquakes, and one of the issues is to evaluate
fatigue damage degree of the seismic isolation damper. In this study, we analyze the wind
response using wind external force created based on the typhoon simulation and show the
adequate wind direction and the validity of the equivalent duration in the 10 minute
evaluation shown in the current wind resistance design guidelines.
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