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上承式单肋拱桥稳定特性研究
Study of Stabilizing Characteristics of Deck Single-rib Arch Bridge
【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。
【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.
【关键词】 拱桥;
上承式;
单肋;
稳定;
钢管混凝土;
【Key words】 arch bridge; deck; single rib; stabilization; steel- pipe concrete;
【Key words】 arch bridge; deck; single rib; stabilization; steel- pipe concrete;
- 【文献出处】 城市道桥与防洪 ,Urban Roads Bridges & Flood Control , 编辑部邮箱 ,2009年02期
- 【分类号】U448.22
- 【下载频次】62