| 種別 | 論文 |
| 主題 | PERFORMANCE OF CONFINED BOUNDARY REGIONS OF RC RECTANGULAR WALLS UNDER CYCLIC REVERSAL LOADINGS |
| 副題 | |
| 筆頭著者 | Rafik TALEB（Tokyo Institute of Technology） |
| 連名者1 | 小倉昌也（東京工業大学） |
| 連名者2 | 河野進（東京工業大学） |
| 連名者3 | 谷昌典（建築研究所） |
| 連名者4 | |
| 連名者5 | |
| キーワード | RC structural walls、confined boundary region、confinement、buckling failure、RC構造壁、座屈破壊、拘束、端部拘束領域 |
| 巻 | 36 |
| 号 | 2 |
| 先頭ページ | 325 |
| 末尾ページ | 330 |
| 年度 | 2014 |
| 要旨 | In order to investigate effects of reinforcement detailing, slenderness and loading history on the capacity and failure modes of confined boundary regions of RC rectangular structural walls, eight RC rectangular element specimens were tested under monotonic and cyclic reversal loadings. It was found that the tensile strain prior to compressive strain affected the failure mode and maximum capacity of thin wall boundaries. |
| PDFファイル名 | 036-01-2055.pdf |