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Static Shear Performance and Residual Axial Capacity of Rectangular RC Bridge Piers under Near-Ground Lateral Loads
| 题名： | Static Shear Performance and Residual Axial Capacity of Rectangular RC Bridge Piers under Near-Ground Lateral Loads |
| 正文语种： | eng |
| 作者： | Peng, Ting;Chen, Lin;Liu, Tao;Demartino, Cristoforo;Xu, Jinjun |
| 作者单位： | Hunan Univ Sci & Technol Sch Civil Engn Xiangtan 411201 Peoples R China;Hunan Univ Sci & Technol Sch Civil Engn Xiangtan 411201 Peoples R China;Hunan Univ Sci & Technol Sch Civil Engn Xiangtan 411201 Peoples R China;Zhejiang Univ Univ Illinois Ur |
| 关键词： | RC columns;Vehicular impact;Shear span ratio;Shear capacity;Residual axial capacity |
| 摘要： | Reinforced concrete (RC) bridge piers of highway viaducts are exposed to the vehicular impact hazard with impact location usually close to the ground (i.e., bottom of the pier), thus resulting in dominant shear damage. Different simplified approaches for |
| 出版年： | 2021 |
| 期刊名称： | Journal of structural engineering |
| 卷： | 147 |
| 期： | 12 |
| 页码： | 04021219.1-04021219.13 |
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