Open Access
MATEC Web Conf.
Volume 107, 2017
Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2017
Article Number 00006
Number of page(s) 8
Published online 24 May 2017
  1. R. Walther, B. Houriet, W. Isler, P. Moia, Cable stayed bridges (London, Thomas Telford Ltd, 1988) [Google Scholar]
  2. J. Hajduk, J. Osiecki, Cable structures. Theory and calculations (WNT, Warsaw, 1970) (in Polish) [Google Scholar]
  3. H. Zui, T. Shinke, Y. Namita, Practical formulas for estimation of cable tension by vibration method. J. Str. Eng., ASCE, 122, 6, 651–656 (1996) [CrossRef] [Google Scholar]
  4. P. Jakiel, Evaluation of nonlinear effects in steel cable-stayed bridges. Ph.D. Thesis (Wrocław University of Technology, Wrocław 2005) (In Polish) [Google Scholar]
  5. P. Jakiel, Z. Mańko, Dynamic response of steel cable-stayed bridge in Sieradz. XLVI Scientific Conf., Wrocław-Krynica, 4, 34–40 (2000) [Google Scholar]
  6. T. Shimada, Estimating method of cable tension from natural frequency of high mode. Proc. of JSCE, 501/1–29, 163–171 (1994) [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.