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Evolution of Stay Cable Monitoring Using Ambient Vibration

Author(s):
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Metropolitan Habitats and Infrastructure, Shanghai, China, 22-24 September 2004
Published in:
Page(s): 468-469
Year: 2004
DOI: 10.2749/222137804796302815
Abstract: Within the scope of design as well as during the subsequent required maintenance of bridge structures engineers are frequently confronted with stay cables. On the one hand because cable-stayed bridges are increasingly designed and built due to their aesthetic appearance and on the other hand because the most-sensitive load carrying elements of such structures - the ropes and cables - are very difficult to check on their condition and on the current cable force. Moreover undesirable vibration excitation by aerodynamic and resonance effects is a decisive criterion to maintain serviceability and ultimate limit state of the structure. For this reason efficient, non-destructive testing and assessment technologies are required without using complicated lift-off tests. The main subject of this paper is to present recent technologies which determine the cable force and the current condition of stay cables, accurately.
Keywords:
stay cable natural frequency cable force wind-induced vibration ambient vibration damping coefficient
  • About this
    data sheet
  • Reference-ID
    10295270
  • Published on:
    06/02/2019
  • Last updated on:
    29/03/2021
 
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