| 種別 | 論文 |
| 主題 | 繰返し載荷を受けるラーメン橋脚のT型柱はり接合部の耐震性能に関する実験的研究 |
| 副題 | |
| 筆頭著者 | Kabir SHAKYA（Tokyo Institute of Technology） |
| 連名者1 | 渡辺健（東京工業大学） |
| 連名者2 | 二羽淳一郎（東京工業大学） |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 柱梁接合部、ドリフト比、ラーメン橋、擬静的正負交番荷重、ひずみ、beam-column joint、drift ratio、rigid-frame bridge、quasi-static reversal load、strain |
| 巻 | 32 |
| 号 | 2 |
| 先頭ページ | 829 |
| 末尾ページ | 834 |
| 年度 | 2010 |
| 要旨 | This paper represents the experimental results of one-sixth scale beam-column joint which is constructed according to the existing design of rigid-frame bridges in Japan. Displacement controlled quasi-static horizontal reversal load was applied to investigate the failure mechanism and the shear capacity. The test results showed that the flexure failure of beam nearby joint occurred prior to the failure of beam-column joint. The internal damage which was not visible from outside occurred inside the beam-column joint due to excessive strain in beam rebars. |
| PDFファイル名 | 032-01-2139.pdf |