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Bridges with Spatial Cable Systems - Theoritical and Experimental Studies

Author(s):

Medium: conference paper
Language(s): English
Conference: IABSE Conference: Cable-Stayed Bridges - Past, Present and Future, Malmö, Sweden, 2-4 June 1999
Published in:
Page(s): 124-134
Year: 1999
DOI: 10.5169/seals-62120
Abstract: In cable-stayed bridges with small width-to-span ratios the girder becomes inefficient in transferring lateral loads in bending. Furthermore, the critical load for lateral buckling decreases. A solution could be to apply a so-called spatial cable system that provides both vertical and lateral support for the girder.

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Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.5169/seals-62120.
  • About this
    data sheet
  • Reference-ID
    10010739
  • Published on:
    20/11/2003
  • Last updated on:
    20/02/2021
 
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