Through truss bridges
Most Important Structures in this Category
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| # | Name | Country | main span |
|---|---|---|---|
| 1 | Quebec Bridge | Canada | 549 m |
| 2 | Crescent City Connection | USA | 486.1600 m |
| 3 | Crescent City Connection | USA | 480.4000 m |
| 4 | Ikitsuki Bridge | Japan | 400 m |
| 5 | J.C. Van Horne Bridge | Canada | 380 m |
| 6 | Horace Wilkinson Bridge | USA | 376.7000 m |
| 7 | Astoria-Megler Bridge | USA | 375.8000 m |
| 8 | Carquinez Bridge | USA | 335 m |
| 9 | Jacques Cartier Bridge | Canada | 334.3500 m |
| 10 | Oshima Bridge (Yamaguchi) | Japan | 325 m |
List of all structures in this category
Media
Case Studies & Reports
Inspection of historical railway viaduct in Rendsburg, Germany
An overdue inspection of the railway viaduct in Rendsburg has been carried out with a WEMO-tec road-rail MBL 1.600T unit. The soffit and the steel lattice framework of Rendsburg viaduct were successfully i ... [more]
Literature
- (2013): Alternative Load Paths in Steel through-Truss Bridges: Case Study. In: Journal of Bridge Engineering (ASCE), v. 18, n. 9 (September 2013), pp. 920-928.
- (2021): Analytical Comparison of Composite and Non-Composite through Type and Deck Type Steel Truss Bridges. In: Civil Engineering and Architecture, v. 9, n. 4 (July 2021), pp. 969-975.
- (1990): Computer modeling and reliability evaluation of steel through truss bridges. In: Structural Safety, v. 7, n. 2-4 (March 1990), pp. 255-267.
- (2018): Dead Load Evaluation through Truss Bridge Deconstruction Monitoring. In: Journal of Bridge Engineering (ASCE), v. 23, n. 1 (January 2018), pp. 04017115.
- (1999): Dynamic Load Allowance for Through-Truss Bridges. In: Journal of Bridge Engineering (ASCE), v. 4, n. 4 (November 1999), pp. 231-241.
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