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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

Postal Subscription Code 80-968

2018 Impact Factor: 1.272

Front. Struct. Civ. Eng.    2007, Vol. 1 Issue (2) : 153-162    https://doi.org/10.1007/s11709-007-0016-0
Aerodynamic challenges in span length of suspension bridges
XIANG Haifan, GE Yaojun
College of Civil Engineering, Tongji University, Shanghai 200092, China
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Abstract The potential requirement of extreme bridge spans is firstly discussed according to horizontal clearances for navigation and economical construction of deep-water foundation. To ensure the technological feasibility of suspension bridges with longer spans, the static estimation of feasible span length is then made based on current material strength and weight of cables and deck. After the performances of the countermeasures for raising the aerodynamic stability are reviewed, a trial design of a 5 000 m suspension bridge, which is estimated as a reasonable limitation of span length, is finally conducted to respond to the tomorrow s challenge in span length of suspension bridges with the particular aspects, including dynamic stiffness, aerodynamic flutter and aerostatic stability.
Issue Date: 05 June 2007
 Cite this article:   
GE Yaojun,XIANG Haifan. Aerodynamic challenges in span length of suspension bridges[J]. Front. Struct. Civ. Eng., 2007, 1(2): 153-162.
 URL:  
https://academic.hep.com.cn/fsce/EN/10.1007/s11709-007-0016-0
https://academic.hep.com.cn/fsce/EN/Y2007/V1/I2/153
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