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Ground motion spatial variability and cable-stayed bridges: do we need to consider the asynchronous motion?

 Ground motion spatial variability and cable-stayed bridges: do we need to consider the asynchronous motion?
Auteur(s): ,
Présenté pendant IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, publié dans , pp. 1398-1406
DOI: 10.2749/ghent.2021.1398
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Cable-stayed bridges are landmark structures and key parts of transportation networks worldwide. It is of vital importance that their integrity is ensured even under very large earthquakes. The spa...
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Détails bibliographiques

Auteur(s): (Southern Methodist University, Dallas, TX, USA)
(City, University of London, London, UK‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Publié dans:
Page(s): 1398-1406 Nombre total de pages (du PDF): 9
Page(s): 1398-1406
Nombre total de pages (du PDF): 9
DOI: 10.2749/ghent.2021.1398
Abstrait:

Cable-stayed bridges are landmark structures and key parts of transportation networks worldwide. It is of vital importance that their integrity is ensured even under very large earthquakes. The spatial variability of the ground motion could be a significant aspect of the seismic behaviour of long-span cable-stayed bridges due to the differential movement of the pylons, which may lead to an amplified seismic response and increased damage in the pylons. The purpose of this paper is to examine the effect of the spatial variability of the ground motion on the seismic response of cable-stayed bridges with H-shaped pylons and various span lengths. Focus is placed on the pylons of the bridges because the constitute key members for the overall stability and structural integrity of the bridge. The study explores how important the spatial variability is in the seismic response of cable-stayed bridges by considering two different orientations of the structures with respect to the seismic fault in an extensive program of non-linear response-history analyses.

Mots-clé:
Ponts à haubans pylône
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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