| 種別 | Paper |
| 主題 | Dynamic Response Behavior of Prestressed Concrete Piers under Severe Earthquake |
| 副題 | |
| 筆頭著者 | Wael ZATAR（Saitama University） |
| 連名者1 | Hiroshi MUTSUYOSHI（Saitama University） |
| 連名者2 | Humihiro INADA（Saitama University） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | Earthquake resistant structures,bridges,prestressed concrete,piers,pseudo-dynamic test,dynamic analysis |
| 巻 | 20 |
| 号 | 3 |
| 先頭ページ | 1003 |
| 末尾ページ | 1008 |
| 年度 | 1998 |
| 要旨 | In order to clarify inelastic dynamic behavior of prestressed concrete (hereafter PC) piers under severe earthquakes, experimental and analytical studies were conducted. Three specimens representing such PC piers were tested using a pseudo-dynamic test in which amplified excitations of the Hyogo-Ken Nanbu l995 earthquake were used. Inelastic response analyses for the specimens were carried out. A comparison between the experimental and analytical results was also conducted. The study revealed that the use of PC piers has a tendency to reduce the residual displacements after the earthquake excitations. |
| PDFファイル名 | 020-01-3168.pdf |