|
|||||
|
|
| 上承式单肋拱桥稳定特性研究 | |
| 引用本文： | 娄俊杰,马敏生,覃勇刚.上承式单肋拱桥稳定特性研究[J].城市道桥与防洪,2009(2). |
| 作者姓名： | 娄俊杰 马敏生 覃勇刚 |
| 作者单位： | 1. 苏州市政设计院有限责任公司,江苏苏州,215006 2. 浙江佳境规划建筑设计研究院有限公司,浙江杭州,310000 3. 中铁大桥局股份有限公司,湖北武汉,430050 |
| 摘 要： | 该文以孙家凹桥为背景,讨论了上承式单肋拱桥的构造特点,研究了钢管混凝土拱肋刚度计算方法以及拱肋填充混凝土程度对其稳定特性的影响,得出结论,可为今后该类桥型的设计提供参考。 |
| 关 键 词： | 拱桥 上承式 单肋 稳定 钢管混凝土 |
Study of Stabilizing Characteristics of Deck Single-rib Arch Bridge |
|
| Lou Junjie,Ma Minsheng,Qin Yonggang.Study of Stabilizing Characteristics of Deck Single-rib Arch Bridge[J].Urban Roads Bridges & Flood Control,2009(2). | |
| Authors: | Lou Junjie Ma Minsheng Qin Yonggang |
| Abstract: | Taking a concave bridge in Sunjia as the background, the article discusses the construc- tion characteristics of deck single- rib arch bridge, studies the rigidity calculation method of steel- pipe concrete arch rib and the influence of filling concrete level into arch rib on its stabilizing characteristics, and gives the conclusion able to provide the reference for the design of this kind of bridge in the future. |
| Keywords: | arch bridge deck single rib stabilization steel- pipe concrete |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |