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タイトル
和文:建築物のさらなる超高層化に向けた等価質点モデル化手法(その2) 新たな曲げせん断モデルを用いた建物応答の曲げ・せん断分離手法 
英文:EQUIVALENT MASS-SPRING MODELING METHOD FOR SUPER-TALL BUILDINGS OF INCREASING HEIGHT (PART 2):SHEAR AND BENDING COMPONENTS SEPARATING METHOD FOR THE BUILDING RESPONSES USING A NEW BENDING-SHEAR MODEL 
著者
和文: 渡井一樹, 前田周作, 笠井和彦, 佐藤大樹, 鈴木庸介.  
英文: Kazuki Watai, Shusaku Maeda, Kazuhiko Kasai, Daiki Sato, Yosuke Suzuki.  
言語 Japanese 
掲載誌/書名
和文:日本建築学会構造系論文集 
英文:Journal of Structural and Construction Engineering (Transactions of AIJ) 
巻, 号, ページ Vol. 86    No. 779    pp. 21-31
出版年月 2021年1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: 
DOI https://doi.org/10.3130/aijs.86.21
アブストラクト In this paper, we study applicability of the proposed modeling method for bending-shear model to various frame types. The Height of target building models are 80m to 400m, as well as three different structural frames such as moment resisting frame, center core frame and outrigger frame combined with center core. This modeling method is based on dynamic characteristics regardless resistance forces of complicated member. Therefore, we confirmed that the proposed method can be applied and obtained high modeling accuracy for various frame type building models.

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