| 種別 | 論文 |
| 主題 | CYCLIC TESTING OF REINFORCED CONCRETE COLUMNS WITH UNBONDED REINFORCEMENT |
| 副題 | |
| 筆頭著者 | Keerthi Ranasinghe（埼玉大学） |
| 連名者1 | 睦好宏史（埼玉大学） |
| 連名者2 | 内堀洋紀（埼玉大学） |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 鉄筋コンクリート、曲げ耐力、せん断耐力、靭姓、鉄筋の付着、reinforced concrete、flexural capacity、shear capacity、ductility、bond characteristics of reinforcement |
| 巻 | 24 |
| 号 | 2 |
| 先頭ページ | 1141 |
| 末尾ページ | 1146 |
| 年度 | 2002 |
| 要旨 | This paper describes the seismic behavior of RC columns having different bond conditions of longitudinal bars to concrete. Four RC columns were tested up to final failure under reversed cyclic load. Bond conditions were varied between perfect bond and no bond. It was observed that the ductility of an un-bonded specimen was improved significantly compared to the bonded specimen and the final failure was changed from shear to flexure. |
| PDFファイル名 | 024-01-2191.pdf |