U-shaped girder bridges
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| # | Name | Country | main span |
|---|---|---|---|
| 1 | Passerelle sud de l'Île Seguin | France | 97 m |
| 2 | Naruse River Bridge | Japan | 85 m |
| 3 | Zemst Railroad Overpass | Belgium | 83.5380 m |
| 4 | Verden Railroad Bridge | Germany | 80 m |
| 5 | Deba River Footbridge | Spain | 80 m |
| 6 | Río Júcar Bridge | Spain | 80 m |
| 7 | Padre Arrupe Bridge | Spain | 80 m |
| 8 | Ego River Footbridge | Spain | 80 m |
| 9 | Solothurn Western Bypass Bridge | Switzerland | 78 m |
| 10 | Berlin-Spandau Havel Bridge | Germany | 71.2000 m |
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Case Studies & Reports
Subsequent damping without alteration of the bridge structure
The Zinggen Bridge in Brixen was retrofitted with customized vibration dampers to reduce vertical vibrations. In the process, no interventions were allowed on the structure itself.
[more]Literature
- (1995): Design of Togawa Bridge. Presented at: IABSE Symposium: Extending the Lifespan of Structures, San Francisco, CA, USA, August 1995, pp. 1461-1466.
- (2019): Ermittlung von Kerbfunktionen für ein Trogbrücken‐Detail nach dem Konzept der effektiven Kerbspannungen. In: Stahlbau, v. 88, n. 5 (May 2019), pp. 478-487.
- (2010): Ermüdungsprobleme prismatischer, trogförmiger Eisenbahnbrücken mit dicken Tragblechen und deren Bewältigung. In: Stahlbau, v. 79, n. 2 (February 2010), pp. 136-143.
- (2018): Moderne Eisenbahnbrücken als DickblechTrogbrücken - Optimierung der Auslegung für Ermüdung und Lebenszyklusbetrachtung. In: Stahlbau, v. 87, n. 6 (June 2018), pp. 571-582.
- (1977): Tafeln zur näherungsweisen Bestimmung der Knicklast von Trogbrücken mit pfostenlosen Fachwerkhauptträgern. In: Stahlbau, v. 46, n. 4 (April 1977), pp. 103-113.
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