Spatially variable seismic ground motions and their effect on cable-stayed bridges: The role of the tower.
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Détails bibliographiques
| Auteur(s): |
Eleftheria Anthi Efthymiou
(City University London, London, UK)
Alfredo Camara (City University London, London, UK) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016 | ||||
| Publié dans: | IABSE Congress Stockholm, 2016 | ||||
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| Page(s): | 1084-1091 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2016 | ||||
| DOI: | 10.2749/stockholm.2016.1071 | ||||
| Abstrait: |
This paper focuses on the effect of the spatial variability of the ground motion on the towers of cable-stayed bridges with typical span lengths equal to 200, 400 and 600m. For this work, seismic analysis of the considered bridges is performed, accounting for the different components of the spatial variability namely: incoherence effect and wave passage effect. The response of the towers is examined under various wave propagation velocities. Finally, the discussion is extended to the effect of the angle of incidence of the seismic waves with respect to the axis of the bridge, presenting an extensive study on the seismic demand of the towers. |
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| Mots-clé: |
Ponts à haubans
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