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Shock and Vibration
Volume 2014, Article ID 497670, 14 pages
Review Article

Closed-Form Formula of the Transverse Dynamic Stiffness of a Shallowly Inclined Taut Cable

1Department of Bridge Engineering, Room 711, Bridge Building, Tongji University, 1239 Siping Road, Shanghai 200092, China
2Shanghai Urban Construction Design Research Institute, Shanghai 200125, China

Received 1 December 2013; Revised 30 April 2014; Accepted 6 May 2014; Published 28 May 2014

Academic Editor: Mickaël Lallart

Copyright © 2014 Dan-hui Dan et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Citations to this Article [2 citations]

The following is the list of published articles that have cited the current article.

  • Dan-Hui Dan, Bin Xu, and Zu-He Chen, “Universal Characteristic Frequency Equation for Cable Transverse Component System and Its Universal Numerical Solution,” Journal Of Engineering Mechanics, vol. 142, no. 4, 2016. View at Publisher · View at Google Scholar
  • Fei Han, Danhui Dan, and Wei Cheng, “An exact solution for dynamic analysis of a complex double-beam system,” Composite Structures, 2018. View at Publisher · View at Google Scholar