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Preliminary Design of Four Optional Long Bridge Solutions for the Western Scheldt Crossing, Netherlands

 Preliminary Design of Four Optional Long Bridge Solutions for the Western Scheldt Crossing, Netherlands
Auteur(s):
Présenté pendant IABSE Symposium: Long Span Bridges and Roofs - Development, Design and Implementation, Kolkata, India, 24-27 September 2013, publié dans , pp. 1-8
DOI: 10.2749/222137813808626858
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Two structural systems dominate the choice of a very long span bridge nowadays – the suspension and cable-stayed bridge, both with one or more main spans and in steel or concrete version. Yet, the ...
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Détails bibliographiques

Auteur(s):
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Long Span Bridges and Roofs - Development, Design and Implementation, Kolkata, India, 24-27 September 2013
Publié dans:
Page(s): 1-8 Nombre total de pages (du PDF): 8
Page(s): 1-8
Nombre total de pages (du PDF): 8
Année: 2013
DOI: 10.2749/222137813808626858
Abstrait:

Two structural systems dominate the choice of a very long span bridge nowadays – the suspension and cable-stayed bridge, both with one or more main spans and in steel or concrete version. Yet, the combination of these possibilities leaves the designer with quite many options. The question which option represents the best choice has been studied in details as part of the Western Scheldt Crossing project in the Netherlands. This paper presents the conclusions of that study and the comparative conceptual designs of four final bridge options. The results can be indicative for prospective studies on long span bridge crossings in other projects.

Mots-clé:
Pont à haubans pont suspendu pylône