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Title
Japanese:高層建物に連層配置された鋼板耐震壁の板幅と板厚が地震応答に及ぼす影響 
English:INFLUENCE OF WIDTH AND THICKNESS OF CONTINUOUSLY ARRANGED STEEL PLATE SHEAR WALLS ON SEISMIC RESPONSE IN HIGH-RISE BUILDINGS 
Author
Japanese: 後藤広大, 佐藤大樹, 陳引力, 小野潤一郎, 木村征也, 二島冬太, 佐野航.  
English: Kodai Goto, Daiki Sato, Yinli Chen, Junichiro ONO, Seiya Kimura, 二島冬太, Wataru Sano.  
Language Japanese 
Journal/Book name
Japanese:構造工学論文集 
English:Journal of Structural Engineering 
Volume, Number, Page Vol. 72B        pp. 120-127
Published date Apr. 2026 
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: 
Abstract When subjected to excessive seismic motion, high-rise buildings are at a high risk of experiencing inter-story collapse. Incorporating steel plate shear walls into the building can mitigate this risk by preventing damage concentration. However, the influence of wall width and thickness on the effect of preventing damage concentration has been analyzed only qualitatively for each structural design of the building. This study investigates the influence of steel plate shear walls on the effect of preventing damage concentration through static and dynamic numerical simulations on a three-dimensional framework model.

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