| 種別 | 論文 |
| 主題 | MITIGATION OF EARTHQUAKE DAMAGE OF RC STRUCTURES BY CONTROLLING BOND OF REINFORCEMENT |
| 副題 | |
| 筆頭著者 | Govinda Raj PANDEY（埼玉大学） |
| 連名者1 | 睦好宏史（埼玉大学） |
| 連名者2 | 杉田清隆（埼玉大学） |
| 連名者3 | 内堀洋紀（埼玉大学） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 付着、Reinforced concrete、column、seismic behavior、unbonded bars、bond、shear、ductility |
| 巻 | 25 |
| 号 | 2 |
| 先頭ページ | 1441 |
| 末尾ページ | 1446 |
| 年度 | 2003 |
| 要旨 | An experimental investigation was carried out to examine the enhancement of seismic performance of RC structures controlling bond of longitudinal bars. Six RC columns with different bond conditions were tested under reversed cyclic loading. Experimental results showed that the failure mode at the ultimate state can be changed from shear to flexure by reducing bond strength of reinforcing bars. It was also observed that shear strength and ductility of RC columns reinforced with unbonded bars were significantly improved compared to those of columns reinforced with ordinary deformed bars. |
| PDFファイル名 | 025-01-2241.pdf |