| 種別 | paper |
| 主題 | nfluence of Strength Ratio on Behavior of Partially Prestressed Concrete Bridge Piers |
| 副題 | |
| 筆頭著者 | Wael ZATAR（Saitama University） |
| 連名者1 | Hiroshi MUTSUYOSH（Saitama University） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | Earthquake resistant structures,bridge piers,partially prestressed concrete,cyclic loading tests,shear resistance,ductility |
| 巻 | 22 |
| 号 | 3 |
| 先頭ページ | 1453 |
| 末尾ページ | 1458 |
| 年度 | 2000 |
| 要旨 | In order to clarify the inelastic response behavior and the interaction between ductility and shear strength of partially prestressed concrete (hereafter known as PPC) bridge piers, specimens with low strength ratios were tested under statically reversed cyclic loading. It was clarified how concrete shear strength decreases as a result of in creasing ductility. The applicability of the model by Priestley's et al. for RC columns was examined for PPC bridge piers. To account for the differences between the results obtained experimentally and by Priestley's et al. model, some modifications were proposed. |
| PDFファイル名 | 022-01-3243.pdf |