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): |
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| 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: |
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Structures and Projects
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Internal Information
| Reference-ID: | r0064032 |
|---|---|
| Created: | 11/02/2011 |
| Last Updated: | 27/02/2013 |

