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タイトル
和文:履歴ダンパーを設置した超高層建物の最適ダンパー量時の実効変形比 
英文:EFFECTIVE DAMPER DEFORMATION RATIO OF OPTIMAL DAMPER SHEAR COEFFICIENT FOR HIGH-RISE BUILDING WITH HYSTERETIC DAMPERS 
著者
和文: 澤侑弥, 佐藤大樹, 戸張涼太, 吉永光寿, 安永隼平, 金城陽介.  
英文: Yuya Sawa, Daiki Sato, Ryota Tobari, Mitsutoshi Yoshinaga, Jumpei Yasunaga, Yosuke Kaneshiro.  
言語 Japanese 
掲載誌/書名
和文:日本建築学会技術報告集 
英文:AIJ Journal of Technology and Design 
巻, 号, ページ Vol. 27    No. 66    pp. 656-661
出版年月 2021年6月 
出版者
和文:一般社団法人 日本建築学会 
英文:Architectural Institute of Japan 
会議名称
和文: 
英文: 
開催地
和文: 
英文: 
アブストラクト The placement and number of passive dampers employed in building greatly affect the response reduction, thus, must be considered in designing. In the previous study considering only one damper layout plan and constant damper ductility demand, the effective damper deformation ratio of optimal shear coefficient to be the median value was confirmed. In this paper, several damper layout plans and different damper ductility are considered, and the effective damper deformation ratio of optimal shear coefficient and of maximum equivalent damping ratio in order to clarify the relationship between the effective damper deformation ratio and damper ductility demand are compared.

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