| 種別 | paper |
| 主題 | An Analysis of the Influence of Bond Conditions of Tendons on the Hysteretic Behavior of PC Members |
| 副題 | |
| 筆頭著者 | Chengxu YANG（University of Tokyo） |
| 連名者1 | Hitoshi SHIOHARA（University of Tokyo） |
| 連名者2 | Shunsuke OTANI（University of Tokyo） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | Prestressed Concret, Hysteretic Behavior, Bond-Slip, Nonlinear Analysis |
| 巻 | 22 |
| 号 | 3 |
| 先頭ページ | 877 |
| 末尾ページ | 882 |
| 年度 | 2000 |
| 要旨 | Prestressed concrete (PC) members and reinfbrced concrete (RC) members show different hysteretic loops under cyclic loading. One of the reasons may be the different bond condition of tendons in PC members. An analytical model considering bond-slip of tendons was developed by the authors and was applied to PC beams. The influence of the bond conditions on hysteretic behavior was investigated. The bond strength of the tendons was found to be the most influential on hysteretic behavior of PC members. Beams with high bond strength are predicted to possess satisfactory hysteretic behaviors comparable to RC beams with sound bond. |
| PDFファイル名 | 022-01-3147.pdf |