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a20b1p11.pdf | 1.98 MB | Adobe PDF | 見る/開く |
タイトル: | T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 |
その他のタイトル: | INELASTIC SHEAR BEHAVIOR OF RIGID MOMENT-RESISTING CONNECTIONS IN T-SHAPED STEEL REINFORCED CONCRETE FRAMES |
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-1977 |
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: | 20 |
号: | B-1 |
開始ページ: | 109 |
終了ページ: | 132 |
抄録: | The main objective of this investigation was to study the shear behavior of T-type beam-to-column connections in steel reinforced concrete frames subjected to monotonic and alter-nately repeated loading. Sixteen specimens which were designed so as to prevent flexural andshear failure of beam and column elements were tested, whose connection panels were madeof pure steel, pure concrete or steel-and-concrete. The effects of the ratio of beam width tocolumn width on the behavior of connections were investigated. Main discussion wasconcentrated on shear strength, deformability, hypothetical failure mechanism and shapes ofhysteresis curves of connections. The analytical model was formulated to simulate thebehavior of the test specimens and comparisons were made between the calculated andobserved behaviors. |
URI: | http://hdl.handle.net/2433/70129 |
関連リンク: | http://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html |
出現コレクション: | No.20 B-1 |
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