Improvement of aerodynamic instability of cable-stayed bridge deck by separated flows mutual interference method

Author:

Kubo Yoshinobu,Honda Kenji,Tasaki Kenji,Kato Kusuo

Publisher

Elsevier BV

Subject

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

Reference7 articles.

1. Proc. Int'l Conf. on Wind Effects on Building and Structures;Wardlaw,1971

2. Aerodynamics of large bridges;Wardlaw,1992

3. Proc. of Innovation in Cable-Stayed Bridge;Kubo,1991

4. Vortex excitation of prisms with elongated rectangular, H and [vdash ] cross-sections

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1. Investigation on suppressing vortex-induced vibrations of the rectangular steel box girder for railway cable-stayed bridges by installing wind fairings;Journal of Wind Engineering and Industrial Aerodynamics;2021-12

2. Aerodynamic performance of Π-shaped composite deck cable-stayed bridges including VIV mitigation measures;Journal of Wind Engineering and Industrial Aerodynamics;2021-01

3. Structure Configuration Based on Wind Engineering;Principles of Structural Design;2005-10-31

4. Structure Configuration Based on Wind Engineering;Handbook of Structural Engineering, Second Edition;2005-02-28

5. Aerodynamic performance of improved shallow π shape bridge deck;Journal of Wind Engineering and Industrial Aerodynamics;2002-12

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