| 钢管混凝土系杆拱桥拱脚滑移事故案例分析 |
| |
| 引用本文： | 胡汉德. 钢管混凝土系杆拱桥拱脚滑移事故案例分析[J]. 城市道桥与防洪, 2007, 0(11): 83-88 |
| |
| 作者姓名： | 胡汉德 |
| |
| 作者单位： | 上海市建设工程管理有限公司,上海市,200333 |
| |
| 摘 要： | 该文针对上海市某钢管混凝土拱桥在施工中发生拱脚滑移事故,以实际工况计算为依据分析其直接和深层原因,并提出改进措施和建议。
|
| 关 键 词： | 钢管混凝土拱桥 动态平衡 节段梁 剪力块 允许差值 |
| 文章编号： | 1009-7716（2007）11-0083-05 |
| 收稿时间： | 2007-07-16 |
| 修稿时间： | 2007-07-16 |
Analysis of Arch Foot Sliding Accident Case of Steel-pipe Concrete Chord Member Arch Bridge |
| |
| Hu Hande. Analysis of Arch Foot Sliding Accident Case of Steel-pipe Concrete Chord Member Arch Bridge[J]. Urban Roads Bridges & Flood Control, 2007, 0(11): 83-88 |
| |
| Authors: | Hu Hande |
| |
| Abstract: | In the light of the arch foot sliding accident happening in the construction of a steel-pipe concrete arch bridge in Shanghai and base on the practical working condition,the article analyzes its direct and deep-level reasons and puts forward the improving measures and suggestions. |
| |
| Keywords: | steel-pipe concrete arch bridge dynamic balance subsection beam shear block allowable differential value |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
