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独塔空间索面自锚式悬索桥动力性能研究

Research on the dynamics performance of spatial cable self-anchored suspension bridge with single tower
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摘要 为选择合理的结构体系,并提高独塔自锚式悬索桥的动力性能,以实际工程为背景,分别建立两种不同结构体系模型,利用有限元方法,对目标桥梁进行动力分析,对独塔空间索面自锚式悬索桥体系选择提出合理建议,为同类工程的设计提供借鉴。 To selecting a reasonable structure system and improve the dynamics performance of a single-tower self-anchored suspension bridge,this paper took an actual project as background,built two kinds of different structure system model with finite element method to proceed the dynamic analysis,presented a reasonable proposal for the single tower self-anchored suspension bridge with spatial cable.The results offered reference for the design of the similar project.
作者 王培晓
出处 《上海公路》 2013年第1期34-36,40,共4页 Shanghai Highways
关键词 自锚式悬索桥 有限元 动力分析 反应谱 self anchored suspension bridge finite element dynamic analysis response spectrum
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  • 1Ochsendorf J A, Billington D P. Self-anchored suspension bridge [J]. Engineering Structures, 2002,24:1547 - 1559.
  • 2Abdel-Ghaffar A M, Scanlan R H. Ambient vibration studies of Golden Gate Bridge: I. Suspended structure[J ]. Journal of Engineering Mechanics,ASCE, 1985, (114) :463 - 482.
  • 3Brownjohn J M W,Dumanoglu A A,Severn R T. Ambient vibration survey of the Fatih Sultan Mehmet (Second Bosporus) suspension bridge [ J ]. Earthquake Engineering and Structural Dynamics, 1992,21:907 - 924.

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