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悬浮隧道锚索的涡激动力响应分析

ANALYSIS OF VORTEX-INDUCED DYNAMIC RESPONSE FOR THE ANCHOR CABLE OF SUBMERGED FLOATING TUNNEL

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【作者】 陈健云王变革孙胜男

【Author】 CHEN Jian-yun1,2 , WANG Bian-ge2 , SUN Sheng-nan2 (1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116085, China; 2. School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116085, China)

【机构】 大连理工大学海岸与近海工程国家重点实验室大连理工大学土木水利学院大连理工大学土木水利学院 大连116085 大连理工大学土木水利学院大连116085

【摘要】 参考斜拉桥拉索的振动微分方程,利用动力学方程和莫里森方程,建立了锚索涡激振动方程,计算并讨论了锚索倾角、张力和长度的改变对其横向振动的影响。计算结果表明:锚索拉力和倾角的减小将引起振动幅值的增加和一阶固有频率、引起涡激流速锁定的流速、最大响应时的参数激励频率的减小;锚索垂直深度的减小将引起振动幅值的减小和一阶固有频率、引起涡激流速锁定的流速、最大响应时的参数激励频率的增加。

【Abstract】 By referring to the differential oscillation equation of stayed cable, the equations of vortex-induced oscillation of anchor cable are set up using dynamics and Morison equations. Also, the effects of obliquity, tension and length of anchor cable on its transverse oscillation are discussed. The results show that the decrease of the obliquity and tension of the anchor cable could induce the increase of the maximum response and the decrease of the first-order natural frequency, and also could induce the decrease of the locked current of vortex-induced and the maximum of parametric excitation frequency. The decrease of the vertical depth of the anchor cable could induce the decrease of the maximum response and the increase of the first-order natural frequency, and also could induce the increase of the locked current of vortex-induced and the maximum of parametric excitation frequency.

【基金】 国家自然科学基金资助项目(50578032);国家教育部新世纪优秀人才计划资助项目(NCET-06-0270)
  • 【文献出处】 工程力学 ,Engineering Mechanics , 编辑部邮箱 ,2007年10期
  • 【分类号】U459.5;U451
  • 【被引频次】31
  • 【下载频次】294
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