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Title
Japanese:高摩擦弾性すべり支承を有する超高層免震建物に対する時刻歴風応答解析を用いたクリープ性を考慮した簡易風応答評価 
English:SIMPLIFIED ESTIMATION OF WIND-INDUCED RESPONSE CONSIDERING CREEP PROPERTY OF HIGH-RISE BASE-ISOLATED BUILDINGS WITH HIGH-FRICTION SLIDING BEARING BASED ON TIME HISTORY ANARYSIS 
Author
Japanese: 二村夏樹, 佐藤大樹, 稲井慎介, 桑素彦, 川又哲也, 石田琢志, 平井宏幸, 得能将紀, 丸尾純也.  
English: Natsuki Futamura, Daiki Sato, Shinsuke Inai, Motohiko Kuwa, Tetsuya Kawamata, Takushi Ishida, Hiroyuki Hirai, Masaki Tokunou, Junya Maruo.  
Language Japanese 
Journal/Book name
Japanese:日本建築学会技術報告集 
English:AIJ Journal of Technology and Design 
Volume, Number, Page Vol. 28    No. 68    pp. 85-90
Published date Feb. 2022 
Publisher
Japanese:一般社団法人 日本建築学会 
English:Architectural Institute of Japan 
Conference name
Japanese: 
English: 
Conference site
Japanese: 
English: 
File
DOI https://doi.org/10.3130/aijt.28.85
Abstract Base-isolation system is designed to lengthen the period of the building. However, this can also increase wind-induced responses of the structure since wind forces have long duration and predominant energy on long periods. Furthermore, the mean component in the along-wind direction also causes certain base-isolation components, such as sliding bearings to become prone to creep phenomenon. Despite of this, evaluation methods of wind-induced response considering creep property on high-rise base-isolated buildings with sliding bearings has not yet been fully investigated. Therefore, this paper examines the evaluation method on those buildings and clarifies the effect of creep property using time-history analysis.

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