首页> 外文会议>Engineering Computation, 2009. ICEC '09 >Research on Construction Techniques for System Transformation of Self-Anchored Suspension and Cable-Stayed Combination System Bridge
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Research on Construction Techniques for System Transformation of Self-Anchored Suspension and Cable-Stayed Combination System Bridge

机译:自锚式悬索斜拉组合系统桥系统改造施工技术研究

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The self-anchored suspension and cable-stayed combination system bridge is a new type of bridge which is aesthetic in appearance and skillful for the design. In order to analyze the mechanical behavior of the bridge on the process of system transformation, the model of spatial member finite elements was established. In addition the model test with the similarity ratio of 1:20 was carried out. Through comparing with the results of the theoretical analysis and the experimental results, the deformation regularities of main cables and the change of suspender force on self-anchored suspension and cable-stayed combination bridge were got. The results also indicates that this paperpsilas method is correct. The research results provide the basis for design and construction of this type of bridge.
机译:自锚式悬索和斜拉组合系统桥是一种新型的桥,其外观美观且设计精巧。为了分析桥梁在系统转换过程中的力学行为,建立了空间构件有限元模型。另外,进行了相似比为1:20的模型测试。通过与理论分析和实验结果的比较,得出了主缆的变形规律以及自锚式悬索和斜拉组合桥上悬索力的变化。结果还表明该paperpsilas方法是正确的。研究结果为这种桥梁的设计和施工提供了依据。

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