Vortex-induced vibration characteristic and trigger mechanism of semi-closed streamlined box girder trans-sea bridges

Author:

Duan Qingsong,Ma Cunming,Zhang Tao,Li Zhiguo

Funder

National Natural Science Foundation of China

Southwest University of Science and Technology

Publisher

Elsevier BV

Reference25 articles.

1. Aerodynamic performance of Π-shaped composite deck cable-stayed bridges including VIV mitigation measures;Bai;J. Wind Eng. Ind. Aerod.,2021

2. Eurocode 1: Actions on Structures-Part 1-4: General Actions - Wind Actions (BS EN 1991-1-4: 2005),2005

3. Discrete viscous dampers for multi-mode vortex-induced vibration control of long-span suspension bridges;Cao;J. Wind Eng. Ind. Aerod.,2023

4. Investigation on suppressing vortex-induced vibrations of the rectangular steel box girder for railway cable-stayed bridges by installing wind fairings;Dong;J. Wind Eng. Ind. Aerod.,2021

5. Vortex-induced vibrations of flexible bridges;Ehsan;Journal of Engineering Mechanism,1990

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