| 種別 | paper |
| 主題 | A Restoring Force Model for Partially Prestressed Concrete Piers |
| 副題 | |
| 筆頭著者 | Wael ZATAR（Saitama University） |
| 連名者1 | Hiroshi MUTSUYOSHI（Saitama University） |
| 連名者2 | Hideyuki KOIZUMI（Saitama University） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | Earthquake resistant structures, bridge piers, prestressed concrete, restoring force model, pseudo-dynamic test, dynamic analysis |
| 巻 | 21 |
| 号 | 3 |
| 先頭ページ | 889 |
| 末尾ページ | 894 |
| 年度 | 1999 |
| 要旨 | Since partially prestressed concrete has shown superior restoration characteristics, it was proposed to implement it in bridge piers to reduce residual displacements after earthquake excitations. Small-scaled pier specimens were previously tested using reversed cyclic loading tests. Based on test results, the characteristic behavior of such PRC piers is clarified. Additionally, a restoring force model is proposed. A comparison between results obtained using the proposed model and those from pseudo-dynamic tests is also conducted. A good agreement is obtained thus verifying the accuracy of the model for implementation in response analyses. |
| PDFファイル名 | 021-01-3149.pdf |