A novel two-degree-of-freedom model of nonlinear self-excited force for coupled flutter instability of bridge decks-Reference-Cited by-同舟云学术

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A novel two-degree-of-freedom model of nonlinear self-excited force for coupled flutter instability of bridge decks

Published:2020-08 Issue: Volume:480 Page:115406
ISSN:0022-460X
Container-title:Journal of Sound and Vibration
language:en
Short-container-title:Journal of Sound and Vibration

Author:

Gao Guangzhong,Zhu Ledong,Li Jiawu,Han Wanshui,Yao Bo

Funder

National Natural Science Foundation of China

National Key R&D Program of China

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference36 articles.

1. Wind tunnel experiments on unstable self-excited vibration of sectional girders;Král;J. Fluid Struct.,2014

2. Analytical and experimental modeling of non-linear aeroelastic effects on prismatic bodies;Náprstek;J. Wind Eng. Ind. Aerod.,2007

3. Nonlinear post-flutter behavior and self-excited force model of a twin-side-girder bridge deck;Gao;J. Wind Eng. Ind. Aerod.,2018

4. Torsional flutter mechanism of two-edge girders for long-span cable-stayed bridge;Daito;J. Wind Eng. Ind. Aerod.,2002

5. Torsional flutter mechanism of 2-D H-shaped cylinders and effect of flow turbulence;Matsumoto;J. Wind Eng. Ind. Aerod.,1992

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4. A nonlinear numerical scheme to investigate the influence of geometric nonlinearity on post-flutter responses of bridges;Nonlinear Dynamics;2024-03-07

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