| 種別 | Paper |
| 主題 | Role of Transverse Reinforcement on Ductility and Failure Mode of RC Bridge Piers Subject to Earthquake Motion |
| 副題 | |
| 筆頭著者 | Khairy Hassan ABDELKAREEM（Saitama University） |
| 連名者1 | Atsuhiko MACHIDA （Saitama University） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | inelastic response, dynamic analysis, nonlinear 3D finite element analysis, ductility, bridge piers, shear failure mechanism, transverse reinforcement, optimum shear reinforcement ratio. |
| 巻 | 19 |
| 号 | 2 |
| 先頭ページ | 423 |
| 末尾ページ | 428 |
| 年度 | 1997 |
| 要旨 | The role of shear reinforcement on ductility level of RC bridge piers is focused using nonlinear 3D finite element analysis. Inelastic responses are obtained leading to good understanding for the effect of shear reinforcement on ductility levels and failure modes of the piers. Increasing transverse steel to a certain level leads to change of failure mode from severe diagonal shear cracking to flexural cracking. The optimum ratios of shear reinforcement are obtained taking into account the effect of axial load, percentage of main reinforcement and ratio of the height relative to the width. At the level of the recommended ratios, diagonal shear failure does not control the behavior of piers. |
| PDFファイル名 | 019-01-2067.pdf |