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基于悬链线构形的悬索自由振动的解析解 被引量:2

Analytical solution of free vibration of suspension cables based on catenary profile
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摘要 小垂度水平悬索的自由振动问题是一个经典的问题。在Irvine经典理论的基础上,考虑了精确的悬链线形式的索构形,推导了小垂度水平悬索自由振动的解析解,该解理论上比Irvine的解析解更为准确,它相当于把Irvine的经典结果推广到悬链线型悬索情形。本文推导的解析解可以看作是对已有的理论的补充。 The problem of linear free vibration of horizontal suspension cables with small sag is a classical one.Based on Irvine's classical theory,a theoretically more accurate analytical solution of this problem is obtained by considering the more precise catenary profile.This can be regarded as an extension of Irvine's work to catenary cables with small sag.The results of this study can be treated as a supplement of existing work.
出处 《地震工程与工程振动》 CSCD 北大核心 2012年第5期1-5,共5页 Earthquake Engineering and Engineering Dynamics
关键词 悬索 自由振动 悬链线 解析解 suspension cable free vibration catenary analytical solution
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参考文献15

  • 1Irvine H M, Caughey T K. The linear theory of free vibrations of a suspended cable//Proceedings of the Royal Society of London Series A, 1974, 341: 299-315.
  • 2Irvine H M. Free vibration of inclined cables[J]. Journal of Structural Division, ASCE, 1978, 104 (ST2): 343-347.
  • 3Veletsos A S, Darbre G R. Free vibration of parabolic cables[J]. Journal of Structural Engineering, ASCE, 1983, 109: 503-519.
  • 4Triantafyllou M S. The dynamics of taut inclined cables[J]. Quarterly Journal of Mechanics and Applied Mathematics, 1984, 37: 421-440.
  • 5Triantafyllou M S, Grinfogel L. Natural frequencies and modes of inclined cables[J]. Journal of Structural Engineering, ASCE, 1986, 112(1): 139-148.
  • 6Wu Q, Takahashi K, Nakamura S. Formulae for frequencies and modes of in-plane vibrations of small-sag inclined cables[J].Journal of Sound and Vibration, 2005, 279: 1155-1169.
  • 7吴庆雄,陈宝春.塔桅结构的斜索面内固有振动计算的修正Irvine方程[J].工程力学,2007,24(4):18-23. 被引量:6
  • 8吴庆雄,李浏,陈宝春.考虑弯曲刚度的拉索面内固有振动的理论计算公式[J].工程力学,2010,27(11):9-15. 被引量:13
  • 9Kim J, Chang S P. Dynamic stiffness matrix of an inclined cable[J].Engineering Structures, 2001, 23(12): 1614-1621.
  • 10Ricciardi G, Saitta F. A continuous vibration analysis model for cables with sag and bending stiffness[J].Engineering Structures, 2008, 30: 1459-1472.

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