Multi-span continuous girder bridges
Most Important Structures in this Category
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| # | Name | Country | main span |
|---|---|---|---|
| 1 | Bendorf Bridge | Germany | 208 m |
| 2 | Archie Stevenot Bridge | USA | 167.6400 m |
| 3 | Pekin Bridge | USA | 167.6000 m |
| 4 | Lower Buffalo Bridge | USA | 163.0700 m |
| 5 | Chilina Bridge | Peru | 157 m |
| 6 | New Songhua River Bridge | China | 156.8000 m |
| 7 | Schwanheim Bridge | Germany | 145 m |
| 8 | Arachthos Bridge | Greece | 142 m |
| 9 | Antioch Bridge | USA | 140 m |
| 10 | Kocher Viaduct | Germany | 138 m |
List of all structures in this category
Media
Case Studies & Reports
Spherical Segment Bearings in lieu of Roller Bearings
As part of the rehabilitation of the A 81 federal motorway at the Kocher Viaduct, MAURER replaces the old roller bearings made of stainless steel with modern spherical segment bearings. The patented bearing type was developed precisely f ... [more]
Building of the Mur Bridge near Frohnleiten, Austria
For construction of the Mur Bridge, the new PERI VARIOKIT lattice girder system is being used for the first time in Austria. The system is characterized by its extremely high load-bearing capacity with a comparably low weight; in additio ... [more]
Literature
- (1971): Automated minimum cost design of continuous bridge girders. Presented at: IABSE Symposium: Fabrication en série des constructions métalliques = In Serien gefertigte Stahlbauten = On Mass-produced Steel Structures, Praha, CSSR, 1971.
- (2019): Determining the dynamic amplification factor of multi-span continuous box girder bridges in highways using vehicle-bridge interaction analyses. In: Engineering Structures, v. 181 (February 2019), pp. 47-59.
- (2021): Developing a multi-variable vulnerability function for a class of multi-span continuous concrete box-girder highway bridges with emphasis on near-field earthquakes. In: European Journal of Environmental and Civil Engineering, v. 26, n. 11 (April 2021), pp. 1-37.
- (2020): Investigating the effect of span-length and earthquake directivity on the response of multi-span continuous girder bridges isolated by friction bearings. In: Bridge Structures, v. 16, n. 1 (9 July 2020), pp. 27-37.
- (2014): Probabilistic Performance Assessment of Retrofitted Skewed Multi Span Continuous Concrete I-girder Bridges. In: Journal of Earthquake Engineering, v. 18, n. 6 ( 2014), pp. 945-963.
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