| 種別 | 論文 |
| 主題 | Parameters affecting steel anchorages under shear |
| 副題 | |
| 筆頭著者 | Shashank Bishnoi（東京大学） |
| 連名者1 | Ajeet Singh（Indian Institute of Technology Kanpur） |
| 連名者2 | Sudhir Misra（東京大学） |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | アンカレッジ、構造アンカー、固定アンカー、設計、せん断強度、リトロフッティング、補修、anchorages、structural anchors、fastening anchors、design、shear strength、retrofitting、repair |
| 巻 | 25 |
| 号 | 2 |
| 先頭ページ | 979 |
| 末尾ページ | 984 |
| 年度 | 2003 |
| 要旨 | Steel anchorages find various applications in concrete structures, including rehabilitation of deteriorated structures. Experiments were carried out to study the effect of various parameters on the load carrying capacity of steel anchors in shear, and the results compared with other published data and empirical formulae. It was found that there could be a large variation in the load capacities and the faiure modes, depending of on embedment length and the presence of reinforcement near the anchors. It was also found that the actual failure loads were sometimes considerably lower than the estimates given by available empirical relations. |
| PDFファイル名 | 025-01-2164.pdf |