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| 25m连续板桥的计算分析和设计探讨 | |
| 引用本文： | 李春晓,杨俊毅,凌天清,李明洪.25m连续板桥的计算分析和设计探讨[J].城市道桥与防洪,2009(5). |
| 作者姓名： | 李春晓 杨俊毅 凌天清 李明洪 |
| 作者单位： | 1. 重庆交通大学,重庆市,400074;云南省交通规划设计研究院,云南昆明,650011 2. 重庆交通大学,重庆市,400074 3. 昆明市公路工程质量监督站.云南昆明,650031 |
| 摘 要： | 该文以2跨及3跨25m后张法连续板桥的设计为例,分析了在跨数较少的情况下连续墩墩顶负弯距区的受力特性,并对这一特性进行了详细的比对计算,有关内容可供同类型桥梁设计时参考。 |
| 关 键 词： | 连续板桥 分析 设计 |
Calculation Analysis and Design Discussion of 25-m Continuous Plate Bridge |
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| Li Chunxiao,Yang Junyi,Ling Tianqing,Li Minghong.Calculation Analysis and Design Discussion of 25-m Continuous Plate Bridge[J].Urban Roads Bridges & Flood Control,2009(5). | |
| Authors: | Li Chunxiao Yang Junyi Ling Tianqing Li Minghong |
| Abstract: | Taking the design of 2-span ～ 3-span 25-m post-tensioning continuous plate bridge as an example,the article analyzes the stress characteristics of negative moment area at the top of continuous pier under the condition of a few piers,and contrasts and calculates this characteristic in detail.The relative contents can be referred for the design of the same bridges. |
| Keywords: | continuous plate bridge analysis design |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |