Two-span cable-stayed bridges
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| # | Name | Country | main span |
|---|---|---|---|
| 1 | Qingyin Expressway Jinan Yellow River Bridge | China | 386 m |
| 2 | Flehe Bridge | Germany | 368 m |
| 3 | Waitan Bridge | China | 337 m |
| 4 | Kao-Ping Hsi Bridge | Taiwan | 330 m |
| 5 | Hengqin Bridge | China | 320 m |
| 6 | Rheinkniebrücke | Germany | 319 m |
| 7 | Qiansimen Bridge | China | 312 m |
| 8 | Vanšu Bridge | Latvia | 312 m |
| 9 | New Bridge | Slovakia | 303 m |
| 10 | Rama VIII Bridge | Thailand | 300 m |
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Kömürhan Bridge – the world’s fourth longest single pylon cable-stayed bridge
Constructed over the Karakaya Dam Lake, the Kömürhan Bridge will soon forge part of the Malatya-Elazig State highway in Eastern Turkey. Measuring 660 metres in length, the bridge features a cable-stayed desi ... [more]
Krakow-Plaszow railway junction: cost-effective cable-stayed bridge erection
The current expansion of the Krakow metropolitan railway network (KST) requires, among other things, crossing of the Krakow-Plaszow railway junction. Ensuring that daily rail operations remained unaffected d ... [more]
Yamuna Bridge safe and secure with mageba
Wazirabad Signature Bridge in good hands with a mageba Structural Health Monitoring System
[more]Literature
- (2019): Anticipate Construction of Single Pylon Cable-Stayed Kretek II Bridge in Near-Fault Zone. Presented at: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019, pp. 158-164.
- (1993): Effects of Cable Vibration Dampers on the Whole Structural Damping of a Two-Span Steel Cable-Stayed Girder Bridge. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 474 (September 1993), pp. 139-142.
- (2011): Investigations on seismic response of two span cable-stayed bridges. In: Earthquakes and Structures, v. 2, n. 4 (December 2011), pp. 337-356.
- (2018): Nonlinear seismic response of a base isolated single pylon cable-stayed bridge. In: Engineering Structures, v. 175 (November 2018), pp. 806-821.
- (2019): Seismic Response of Single Pylon Cable-Stayed Bridge under Scour Effect. In: Journal of Bridge Engineering (ASCE), v. 24, n. 6 (June 2019), pp. 05019007.
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