Box girder bridges
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| # | Name | Country | main span |
|---|---|---|---|
| 1 | Shibanpo Bridge | China | 330 m |
| 2 | Stolma Bridge | Norway | 301 m |
| 3 | Rio-Niteroi Bridge | Brazil | 300 m |
| 4 | Raftsundet Bridge | Norway | 298 m |
| 5 | Sundøy Bridge | Norway | 298 m |
| 6 | Pont du Bras de la Plaine | Réunion | 280.7730 m |
| 7 | Arthur Laing Bridge | Canada | 270 m |
| 8 | Ujina Bridge | Japan | 270 m |
| 9 | Neckar Viaduct | Germany | 263 m |
| 10 | Branko's Bridge | Serbia | 261 m |
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Case Studies & Reports
Complex bearing replacement at the port of Hamburg
Changing the bearings on the important Köhlbrand bridge at the port of Hamburg is a major challenge. Through a combination of massive scaffolds, special launching tracks and electric winches inside the bridge deck, MAURER is demonstratin ... [more]
The bridge over the Afte near Bad Wünnenberg
Bridges are made to drive over them, preferably as quickly as possible; one never knows what could happen. There is even a technical term for it: gephyrophobia, fear of bridges. And yet these valley-spanning artifacts are the art of engi ... [more]
Seismic Retrofitting of Viaduct Piers
Colombia: Horseshoe shape of the Yarumo Blanco Viaduct challenges engineers.
[more]Literature
- (1973): Analysis of box girder bridges of arbitrary shape. In: IABSE Publications, v. 33, n. 1 ( 1973).
- (1971): Analysis of curved box girder bridges by finite strip method. In: IABSE Publications, v. 31, n. 1 ( 1971).
- (2007): Analysis of curved incrementally launched box concrete bridges using the Transfer Matrix Method. In: Bridge Structures, v. 3, n. 3-4 (September 2007), pp. 165-181.
- (2005): Analysis of R/C decks in multi-cell box girder bridges under rational wheel load distributions. In: Bridge Structures, v. 1, n. 2 (June 2005), pp. 69-80.
- (1998): Assessment and strengthening of two cantilever-type concrete bridges. Presented at: IABSE Symposium: Long-Span and High-Rise Structures, Kobe, Japan, September 1998, pp. 293-298.
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