Self-anchored suspension bridges
Suspension bridge type where the suspension cable is anchored in the bridge deck and not in an anchroage block or in rock.
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# | Name | Country | main span |
---|---|---|---|
1 | Taohuayu Bridge | China | 406 m |
2 | San Francisco-Oakland Bay Bridge (East) | USA | 385 m |
3 | Pingsheng Bridge | China | 350 m |
4 | Sanchaji Bridge | China | 328 m |
5 | Konohana Bridge | Japan | 300 m |
6 | Yeongjong Grand Bridge | South Korea | 300 m |
7 | Friedrich Ebert Bridge | Germany | 285.5000 m |
8 | Qingfeng Bridge | China | 280 m |
9 | Qingdao Jiaozhou Bay Bridge | China | 260 m |
10 | Jiangdong Bridge | China | 260 m |
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- Accelerated Construction of Self-Anchored Suspension Bridge Using Novel Tower-Girder Anchorage Technique. In: Journal of Bridge Engineering (ASCE), v. 24, n. 5 (May 2019), pp. 05019006. (2019):
- Aerodynamic stability of self-anchored double deck suspension bridge. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 54-55 (February 1995), pp. 25-34. (1995):
- (2008): Analysis for Initial Equilibrium Condition and Erection Stages of Sorok (Self-Anchored Suspension) Bridge. Presented at: 17th IABSE Congress: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, Chicago, USA, 17-19 September 2008, pp. 596-597.
- Analysis of a Self-Anchored Suspension Bridge in Estonia. Presented at: IABSE Conference: Cable-Supported Bridges - Challenging Technical Limits, Seoul, South Korea, 12-14 June 2001, pp. 86-93. (2001):
- Analysis of Uncertainty Influence on the Probabilistic Evaluation of Vortex-induced Vibration Response of a Self-anchored Suspension Bridge. In: KSCE Journal of Civil Engineering, v. 23, n. 11 (October 2019), pp. 4790-4799. (2019):