Steel-prestressed concrete composite bridges
Most Important Structures in this Category
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| # | Name | Country | main span |
|---|---|---|---|
| 1 | Qingzhou Minjiang Bridge | China | 605 m |
| 2 | Queshi Bridge | China | 518 m |
| 3 | Chavanon Viaduct | France | 300 m |
| 4 | Pont du Bras de la Plaine | Réunion | 280.7730 m |
| 5 | Toyota Arrows Bridge | Japan | 235 m |
| 6 | San Diego-Coronado Bay Bridge | USA | 201.1700 m |
| 7 | Lusitania Bridge | Spain | 189 m |
| 8 | Ikuno Bridge | Japan | 188 m |
| 9 | Millennium Bridge | Spain | 180 m |
| 10 | Himi Bridge | Japan | 180 m |
List of all structures in this category
Media
Case Studies & Reports
World's longest girder span with corrugated steel plate webs: Aigawa Bridge
The Aigawa Bridge is a continuous multi-span rigid frame bridge on the Shin-Meishin Expressway in the northern part of Ibaraki City, Osaka Prefecture. Its longest spans, which cross both the Aigawa River and ... [more]
Literature
- (1991): Combining prestressed concrete and steel for bridge construction. Presented at: IABSE Symposium: Bridges - Interaction between construction technology and design, Leningrad, USSR, 1991, pp. 367-375.
- (1966): Constructions composites et précontraintes en acier-béton. Réalisations belges dans le domaine des ponts et des bâtiments. In: Annales de l'Institut Technique du Bâtiment et des Travaux Publics, v. 19, n. 221 (May 1966).
- (1987): Erste Anwendung der Preflex-Bauart bei Eisenbahnbrücken in der Bundesrepublik Deutschland. In: Beton- und Stahlbetonbau, v. 82, n. 9 (September 1987), pp. 234-238.
- (2010): Exploration of super-large-span prestressed steel truss-concrete composite continuous rigid frame bridges. Presented at: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, pp. 710-711.
- (2015): An extended sandwich theory for prestressed concrete bridges with corrugated steel web(s). Presented at: IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015, pp. 270-271.
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