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Title
Japanese: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 
English: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 
Author
Japanese: 渡井一樹, 前田周作, 笠井和彦, 佐藤大樹, 鈴木庸介.  
English: Kazuki Watai, Shusaku Maeda, Kazuhiko Kasai, Daiki Sato, Yosuke Suzuki.  
Language Japanese 
Journal/Book name
Japanese:日本建築学会構造系論文集 
English:Journal of Structural and Construction Engineering (Transactions of AIJ) 
Volume, Number, Page Vol. 86    No. 779    pp. 21-31
Published date Jan. 2021 
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: 
DOI https://doi.org/10.3130/aijs.86.21
Abstract 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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