WEKO3
インデックスリンク
アイテム
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600kgf/cm^2級の高強度コンクリートを用いたRC柱の二方向曲げせん断応力下でのせん断破壊性状
https://fukuyama-u.repo.nii.ac.jp/records/7914
https://fukuyama-u.repo.nii.ac.jp/records/79146ebc36b3-b0bc-4058-bc70-fc79048dcc96
名前 / ファイル | ライセンス | アクション |
---|---|---|
KJ00005781302.pdf (2.5 MB)
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Item type | 紀要論文(ELS) / Departmental Bulletin Paper(1) | |||||
---|---|---|---|---|---|---|
公開日 | 1994-03-01 | |||||
タイトル | ||||||
タイトル | 600kgf/cm^2級の高強度コンクリートを用いたRC柱の二方向曲げせん断応力下でのせん断破壊性状 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Shear Failure of R/C Columns Using High Strength Concrete of σ_B=600kgf/cm^2 under Biaxial Bending-Shear | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | High strength concrete | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Biaxial bending-shear | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Load-displacament responce | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Reinforced concrete column | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Shear failure | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Ultimate shear strength | |||||
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 | departmental bulletin paper | |||||
ページ属性 | ||||||
内容記述タイプ | Other | |||||
内容記述 | P(論文) | |||||
著者名(日) |
桑田, 裕次
× 桑田, 裕次× 南, 宏一 |
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著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 42540 | |||||
姓名 | クワダ, ヒロツグ | |||||
著者名よみ | ||||||
識別子Scheme | WEKO | |||||
識別子 | 42541 | |||||
姓名 | ミナミ, コウイチ | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 42542 | |||||
姓名 | KUWADA, Hirotsugu | |||||
言語 | en | |||||
著者名(英) | ||||||
識別子Scheme | WEKO | |||||
識別子 | 42543 | |||||
姓名 | MINAMI, Koichi | |||||
言語 | en | |||||
著者所属(日) | ||||||
値 | 福山大学工学部 | |||||
著者所属(日) | ||||||
値 | 福山大学工学部 | |||||
抄録(英) | ||||||
内容記述タイプ | Other | |||||
内容記述 | To investigate shear behavior and strength of reinforced concrete columns under biaxial bending-shear, using high strength concrete of σ_B=600Kgf/cm^2, six column specimens were tested, under combined stresses of anti-symmetric bending, shear and constant axial compression. The variables investigated were the direction of bending-shear force and the level of axial compression loading. As a result, load-displacement responce are described. Diagonal tension cracking load and ultimate shear strength were not influenced by direction of bending-shear force. | |||||
雑誌書誌ID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00217655 | |||||
書誌情報 |
福山大学工学部紀要 巻 17, 号 2, p. 63-74, 発行日 1994-03 |