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The steel design for the new railway bridge over the River Sado in Portugal

Author(s): António Reis
Jean-Marie Cremer
Alain Lothaire
Nuno Lopes
Medium: journal article
Language(s): en 
Issue: "Steel Construction", December 2010, n. 4 v. 3
Page(s): 201-211
DOI: 10.1002/stco.201010033
Abstract:

The new railway crossing over the River Sado at Alcacer do Sal in Portugal required a 2.7 km long bridge, comprising two approach viaducts and a main bridge. Steel-concrete composite decks were adopted, the approach viaducts having plate girder decks with 45 and 37.5 m spans, and the main bridge three spans of 160 m each with a box girder deck. The main bridge, with a continuous deck over 480 m, consists of three continuous bowstrings with a single plane of hangers on the bridge axis. The main aspects of the bridge concept design are described and the steel design in particular is discussed.

Keywords: seismic design, fatigue, composite bridge, arch bridge, railway bridge, bowstrings
Available from: Wilhelm Ernst und Sohn - Verlag für Architektur und technische Wissenschaften GmbH & Co. KG        Wiley Online Library

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Reference-ID: r0064032
Created: 11/02/2011
Last Updated: 27/02/2013