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Title
Japanese:強風時の観測記録に基づく超高層免震建物の実挙動の分析 
English:ACTUAL BEHAVIOR OF SEISMIC ISOLATED HIGH-RISE BUILDING BASED ON OBSERVATION RECORDS AT STRONG WIND 
Author
Japanese: 村上智一, 佐藤大樹, 田村哲郎, 普後良之, 吉江慶祐, 笠井和彦, 佐藤利昭, 北村春幸.  
English: Tomokazu Murakami, Daiki Sato, TETSURO TAMURA, Yoshiyuki Fugo, Keisuke Yoshie, KAZUHIKO KASAI, Toshiaki SATO, Haruyuki Kitamura.  
Language Japanese 
Journal/Book name
Japanese:構造工学論文集 
English:Journal of Structural Engineering 
Volume, Number, Page Vol. 62B        pp. 329-337
Published date Mar. 2016 
Publisher
Japanese:日本建築学会 
English:Architectural Institute of Japan 
Conference name
Japanese:第62回構造工学シンポジウム 
English: 
Conference site
Japanese: 
English: 
File
Abstract The number of the seismic isolated high-rise building has been gradually increasing in Japan. However, the full-scale researches about the wind-induced response of seismic isolated high-rise building are not sufficient. The wind resistant design of the building is done so that the primary members become the elastic-region even if the strong wind forces are acted. Thus far a long-term monitoring to wind velocity and response of 20-story seismic isolated high-rise building with an elongated section has been executed. This paper discusses the characteristics of wind-induced response for this seismic isolated high-rise building using the monitoring records. Main focus of this paper is torsional components of response. Measured data show torsional response affects evaluation of habitability

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