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基于频率法的短索索力实用计算公式 被引量:3

Practical Formulas for Estimation of Short Cable Tension by Vibration Method
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摘要 短索适合用固支轴拉梁模拟而非弦,以固支梁振型函数作为短索近似振型函数,用Rayleigh法推导出任意阶次的短索索力实用计算公式,引入频率阶次参数,近似简化了实用公式,这便于工程应用;分析了简化公式的误差,通过实例表明公式都有较高的精度。 Short cable is suitably simulated by clamp beam with axial tension, rather than taut string. With Rayleigh' s method, clamp beam' s mode used for short cable' s approximate mode, a practical formula is deduced and simplified by order parameters of frequence, considering any order mode. For engineering convenience, the simplify error is discussed and the formulas are verified by example.
出处 《科学技术与工程》 2009年第11期2988-2991,共4页 Science Technology and Engineering
基金 华南理工大学亚热带建筑科学国家重点实验室开放课题基金(200807)资助
关键词 频率法 短索 频率阶次参数 简化公式 vibration method short cable order parameters of frequence simplified formula
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参考文献5

  • 1Irvine H M, Caughey T K. The linear theory of Free vibration of a suspended cable. Proc Royal Soc-Landon, Series A, 1974; 341: 299-315
  • 2Zui H, Shinke T, Namita Y. Practical formulas for estimation of cable tension by vibration method. Journal of Structural Engineering. ASCE, 1996 ; 122(6) :651-656
  • 3任伟新,陈刚.由基频计算拉索拉力的实用公式[J].土木工程学报,2005,38(11):26-31. 被引量:128
  • 4Timoshonko S, Young D H, Weaver W. Vibration problems in engineering. New York :John Wiley&Sons Inc, 1974
  • 5刘文峰,应怀樵,柳春图.考虑刚度及边界条件的索力精确求解[J].振动与冲击,2003,22(4):12-14. 被引量:55

二级参考文献19

  • 1任伟新,胡卫华,林友勤.斜拉索模态试验参数研究[J].实验力学,2005,20(1):102-108. 被引量:19
  • 2Kroneberger-Stanton K J, Hartsough B R. A monitor for indirect measurement of cable vibration frequency and tension[J]. Transaction of the ASCE, 1992, 35 (3) : 341 - 346.
  • 3Casas J R. A combined method for measuring cable forces:the Cable-Stayed Alamillo Bridge, Spain [J]. Structural Engineering International, 1994, 4 (3) : 235 - 240.
  • 4Russell J C, Lardner T J. Experimental determination of frequencies and tension for elastic cables [J]. Journal of Engineering Mechanics, ASCE, 1998, 124 (10): 1067- 1072.
  • 5Starossek U. Cable dynamics-a review [J]. Structural Engineering International, 1993, 3 (2) : 171 - 176.
  • 6Zui H, Shinke T, Namita Y. Practical formulas for estimation of cable tension by vibration method [ J ]. Journal of Structural Engineering, ASCE, 1996, 122 (6): 651- 656.
  • 7Mehrabi A B, Tabatabai H. A unified finite difference formulation for free vibration of cables [J]. Journal of Structural Engineering, ASCE, 1998, 124 (11): 1313-1322.
  • 8Irvine H M. Cable structures [ M ]. The MIT Press, Cambridge, 1981.
  • 9Humar J L. Dynamics of structures [ M ]. Prentice-Hall,Inc., Englewood Cliffs, N. J., 1990.
  • 10Tabatabai H, Mehrabi A B, Morgan B J, et al. Nondestructive bridge evaluation technology: bridge stay cable condition assessment, Report to the Federal Highway Administration,Construction Technology Laboratories, Inc., Skokie, IL,1997.

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