Coupled flutter analysis of long-span bridges by multimode and full-order approaches

Author:

Ding Quanshun,Chen Airong,Xiang Haifan

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference17 articles.

1. Dynamic instability of truss-stiffened suspension bridges under wind action;Bleich;Proc. ASCE,1948

2. The action of flexible bridges under wind, I;Scanlan;J. Sound Vib.,1978

3. Aeroelastic analysis of cable-stayed bridges;Scanlan;J. Struct. Eng. ASCE,1990

4. J. Xie, H. Xiang, State-space method for 3-D flutter analysis of bridge structures, Proceedings of the Asia Pacific Symposium on Wind Engineering, India, 1985, pp. 269–276.

5. T. Miyata, H. Yamada, Coupled flutter estimate of a suspension bridge, Proceedings of the International Colloquium on Bluff Body Aerodynamics and Its Applications, Kyoto, 1988, pp. 485–492.

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