PROCEEDINGS OF THE 22th NATIONAL SYMPOSIUM ON WIND ENGINEERING
巻, 号, ページ
Vol. 22
pp. 251-256
出版年月
2012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22回風工学シンポジウム
英文:
THE 22th NATIONAL SYMPOSIUM ON WIND ENGINEERING
開催地
和文:
英文:
ファイル
アブストラクト
The number of the isolated high-rise building has been gradually increasing in Japan. However, the full-scale researches about the wind-induced response of the isolated structures are not sufficient. We are concerned about the isolated structures based on new technology which will encounter with the huge typhoon and result in large damage. Thus far a long-term monitoring to wind velocity and response of 20-story isolated building with an elongated section has been executed. This paper discusses the characteristics of wind-induced response for this isolated building using the monitoring records. Main focus of this paper is high-mode and torsional components of response. Measured data show torsional response reaches on a same level with translational ones.
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