研究者情報 | 神奈川大学

シマザキ　カズシ Shimazaki Kazushi 島﨑　和司所属神奈川大学建築学部建築学科神奈川大学大学院工学研究科建築学専攻職種教授
言語種別	日本語
発行・発表の年月	2009/03
形態種別	学術雑誌
査読	査読あり
標題	ＲＣ造柱の地震後の残存軸耐力に関する研究
執筆形態	単著
掲載誌名	日本建築学会構造系論文集
巻・号・頁	(No.637),537-542頁
概要	Shear failure of columns may lead to collapse for existence buildings. After a severe earthquake, some buildings collapsed by loss of axial capacity of the columns, however, some buildings have stayed even many columns were fractured by shear. For the examination of building collapse, it is required to investigate the axial load capacity of the columns after shear failure and to analyze the building performance using the pertinent analytical model for the columns. This paper investigates the analytical model for the collapse analysis of a building based on Yoshimura’s concept of the failure surface contraction. The reduction rate was obtained as a function of the maximum deformation, shear margin ratio, and so on, using the regression analysis of experimental results. The tested results are explained by this formula with good agreement.