Structural monitoring of the Iris railway viaduct in Belgium
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Détails bibliographiques
| Auteur(s): |
Wim Nagy
Ken Schotte Dries Stael Hans De Backer 
Phillippe van Bogaert |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Conference: Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, The Netherlands, 6-8 May 2013 | ||||
| Publié dans: | IABSE Conference, Rotterdam, May 2013 | ||||
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| Page(s): | 278-279 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2013 | ||||
| DOI: | 10.2749/222137813806479043 | ||||
| Abstrait: |
In order to expand the existing end station for railway connections to the Brussels Airport in Belgium, the Diabolo project was created. One of the largest structures built in this project was the “Iris” railway viaduct. The viaduct has a total length of approximately 800 m and the piers consist of a high vertical shaft supporting a system of six curved branches. Because of its rather unusual design, load tests were carried out with two freight trains. During these tests, strains and acceleration measurements were performed. This not only indicated that the theoretical calculations are conservative, but also reflected the complex structural behaviour. The piers seem to be very stiff but still have the capacity to distribute the braking and acceleration forces across the bridge. Finally, the long-term behaviour is observed indicating the importance of the daily temperature variations in the bridge design. |
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