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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 |
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| 言語種別 | 日本語 |
| 発行・発表の年月 | 2010/10 |
| 形態種別 | 学術雑誌 |
| 査読 | 査読あり |
| 標題 | 曲げヒンジ部で破壊するRC造柱の地震後の残存軸耐力 |
| 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.656),1867-1872頁 |
| 概要 | For the examination of building collapse, it is required to analyze the building performance using the pertinent analytical model for the columns. The residual axial load capacity of the column after shear compression failure in the bending hinge zone is different from the capacity of the columns after shear tension failure. This paper investigates the analytical model for the column experienced failure in the bending hinge zone based on the M-N surface contraction. The reduction rate was obtained as a function of the maximum deformation, shear margin ratio, strength of longitudinal and transverse reinforcement, using the regression analysis of experimental results. The tested results are explained by this formula with good agreement. |
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