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RC造柱の地震後の残存軸耐力に関する研究
http://hdl.handle.net/10487/7433
http://hdl.handle.net/10487/74335ac68e65-8662-4c3b-b8b2-be6f9e31b874
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0802569.pdf (890.7 kB)
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110007137352.pdf (987.2 kB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2010-09-21 | |||||
タイトル | ||||||
タイトル | RC造柱の地震後の残存軸耐力に関する研究 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Reinforced concrete structure | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | column | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | damage level | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | shear span ratio | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | Residual Axis Load Capacity | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 鉄筋コンクリート構造 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 柱 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 損傷レベル | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | せん断スパン比 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 残存軸耐力 | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
著者 |
島崎, 和司
× 島崎, 和司× Shimazaki, Kazushi |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | 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.00 |
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内容記述 | ||||||
内容記述タイプ | Other | |||||
内容記述 | カテゴリーⅡ | |||||
内容記述 | ||||||
内容記述タイプ | Other | |||||
内容記述 | rights:日本建築学会 rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである relation: isVersionOf: http://ci.nii.ac.jp/naid/110007137352 | |||||
書誌情報 |
日本建築学会構造系論文集 巻 74, 号 637, p. 537-542, 発行日 2009-03-30 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 1340-4202 | |||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
その他の言語のタイトル | ||||||
その他のタイトル | EXPERIMENTAL STUDY ON RESIDUAL AXIS LOAD CAPACITY OF REINFORCED CONCRETE COLUMN1 | |||||
出版者 | ||||||
出版者 | 日本建築学会 | |||||
資源タイプ | ||||||
内容記述タイプ | Other | |||||
内容記述 | Article |