The design of two Large Span Arch Bridges in the Port of Rotterdam
|
Détails bibliographiques
Auteur(s): |
Arjen Steenbrink
(Movares, Utrecht, The Netherlands)
Mark van der Burg (Movares, Utrecht, The Netherlands) |
||||
---|---|---|---|---|---|
Médium: | papier de conférence | ||||
Langue(s): | anglais | ||||
Conférence: | IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018 | ||||
Publié dans: | IABSE Symposium Nantes 2018 | ||||
|
|||||
Page(s): | S5-127 | ||||
Nombre total de pages (du PDF): | 8 | ||||
DOI: | 10.2749/nantes.2018.s5-127 | ||||
Abstrait: |
The existing movable Caland Bridge in the Port of Rotterdam is a part of the ‘Havenspoorlijn’ (Port Railway Line). Because of the high intensity of both the shipping and railway traffic the existing bridge has a lack of capacity. Therefore the port of Rotterdam designed a new railway track to bypass this crossing. In this new route (Theemswegtracé) two new arch bridges and a 4km long concrete simply supported beam structure will be realized. This paper will be about the design of the two arch bridges, one with a single span of 172,8m and the other with a continuous beam over 4 supports with a total length of 269,1m. |
||||
Mots-clé: |
acier pont stabilité arc
|