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Non-Linear Seismic Behaviour of Under-Deck Cable-Stayed Bridges

Author(s):



Medium: conference paper
Language(s): English
Conference: 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011
Published in:
Year: 2011
Abstract:

The behaviour of under-deck cable-stayed bridges subjected to seismic actions, which may induce response beyond the linear elastic range of their materials, is addressed here. Significant detail regarding the modelling and dynamic analysis of these particularly light-weight structures has been applied in order to obtain relevant conclusions about their seismic response. Benchmark near-field and far-field records have been considered with different scaling factors, moreover Eurocode 8 compliant natural accelerograms have been applied verifying their design.

Keywords:
Eurocode 8 support conditions non-linear dynamics under-deck cable-stayed bridges natural accelerograms near-field effects
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  • About this
    data sheet
  • Reference-ID
    10065525
  • Published on:
    03/10/2011
  • Last updated on:
    05/07/2021
 
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