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配筋詳細に着目したRC造せん断破壊柱の軸力保持性能の評価法に関する考察
http://hdl.handle.net/10191/18407
http://hdl.handle.net/10191/184076b54a629-bf33-491f-9712-dab0f621f7e3
名前 / ファイル | ライセンス | アクション |
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110006279650.pdf (720.0 kB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2012-06-05 | |||||
タイトル | ||||||
タイトル | 配筋詳細に着目したRC造せん断破壊柱の軸力保持性能の評価法に関する考察 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | 配筋詳細に着目したRC造せん断破壊柱の軸力保持性能の評価法に関する考察 | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 鉄筋コンクリート柱 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | せん断破壊 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 軸力保持能力 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 配筋詳細 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | モールクーロン破壊基準 | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | journal article | |||||
その他のタイトル | ||||||
その他のタイトル | Study on evaluating method of axial load capacity of shear failing R/C columns considering reinforcing details | |||||
著者 |
加藤, 大介
× 加藤, 大介× 李, 柱振× 中村, 友紀子× 本多, 良政 |
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著者別名 | ||||||
識別子 | 46894 | |||||
識別子Scheme | WEKO | |||||
姓名 | Kato, Daisuke | |||||
著者別名 | ||||||
識別子 | 46895 | |||||
識別子Scheme | WEKO | |||||
姓名 | Li, Zhuzhen | |||||
著者別名 | ||||||
識別子 | 46896 | |||||
識別子Scheme | WEKO | |||||
姓名 | Nakamura, Yukiko | |||||
著者別名 | ||||||
識別子 | 46897 | |||||
識別子Scheme | WEKO | |||||
姓名 | Honda, Yoshimasa | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Objectives of this study were to propose evaluating method of axial load carrying capacities of R/C columns after shear failure using experimental data reported in the previous paper. For this purpose two criteria were examined, i.e. Mohr-Coulomb criterion and slip criterion between shear crack surfaces considering friction. Effects of confinement given by various hoop reinforcing details were specially paid attention. Two assumptions were used, i.e. i)the cohesive stress was degraded due to damage of core concrete and ii)confining stress by hoop reinforcement was degraded due to damage of reinforcement depending on the details. Finally evaluating equations of maximum deflection angles of shear failing columns experienced before losing their axial load carrying capacities were propose according to two assumptions mentioned above. | |||||
書誌情報 |
日本建築学会構造系論文集 en : 日本建築学会構造系論文集 巻 616, p. 173-178, 発行日 2007-06 |
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出版者 | ||||||
出版者 | 日本建築学会 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 13404202 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN10438559 | |||||
権利 | ||||||
権利情報 | 社団法人日本建築学会 | |||||
権利 | ||||||
権利情報 | 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 | |||||
著者版フラグ | ||||||
値 | publisher | |||||
異版である | ||||||
関連タイプ | isVersionOf | |||||
識別子タイプ | URI | |||||
関連識別子 | http://ci.nii.ac.jp/naid/110006279650 |