ダウンロード数: 168
このアイテムのファイル:
ファイル | 記述 | サイズ | フォーマット | |
---|---|---|---|---|
a21b1p21.pdf | 925.93 kB | Adobe PDF | 見る/開く |
タイトル: | 十字形骨組で構成される鉄骨鉄筋コンクリート柱はり接合部のせん断破壊に関する実験的研究 (その1) |
その他のタイトル: | INELASTIC SHEAR BEHAVIOR RIGID MOMENT-REGISTING CONNECTIONS IN CRUCIFORM-SHAPED STEEL REINFORCED CONCRETE FRAMES (PART 1) |
著者: | 若林, 實 南, 宏一 西村, 泰志 |
著者名の別形: | WAKABAYASHI, Minoru MINAMI, Koichi NISHIMURA, Yasushi |
発行日: | 1-Apr-1978 |
出版者: | 京都大学防災研究所 |
誌名: | 京都大学防災研究所年報. B |
巻: | 21 |
号: | B-1 |
開始ページ: | 185 |
終了ページ: | 199 |
抄録: | The main objective of this investigation was to study the shear behavior of interior beam-to-column connections in steel reinforced concrete frames subjected to monotonic loading.Six specimens which were designed so as to prevent flexural and shear failure of beam andcolumn members were tested, whose connection panels were made of pure steel, pure concrete orsteel-and-concrete. The effects of the ratio of beam width to column width on the behavior ofconnections were investigated.The test results showed that the shear strength of interior connection was considerably largerthan that of exterior and corner connection which was previously conducted by authors and theshear strength increases with the increase of the ratio of beam width to column width. From thetest results, the empirical equation for the shear strength of beam-to-column connections wassuggested. |
URI: | http://hdl.handle.net/2433/70191 |
関連リンク: | http://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html |
出現コレクション: | No.21 B-1 |
このリポジトリに保管されているアイテムはすべて著作権により保護されています。