Mechanism and Aerodynamic Countermeasures of Vortex-Induced Vibration of a Cable-Stayed Bridge with Narrow Π-Shaped Girder Sections-Reference-Cited by-同舟云学术

Mechanism and Aerodynamic Countermeasures of Vortex-Induced Vibration of a Cable-Stayed Bridge with Narrow Π-Shaped Girder Sections

Published:2023-12 Issue:12 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liu Zhiwen¹^ORCID,He Fawei²,Yan Aiguo³,Liu Zhenbiao³,Yin Tao³,Chen Zhengqing⁴

Affiliation:

1. Hunan Provincial Key Lab for Wind and Bridge Engineering, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author). ORCID: .

2. College of Civil Engineering, Hunan Univ., Changsha 410082, China.

3. China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, China.

4. Hunan Provincial Key Lab for Wind and Bridge Engineering, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6285

Reference46 articles.

1. Aerodynamic performance of Π-shaped composite deck cable-stayed bridges including VIV mitigation measures

2. Vortex-induced vibration control for twin box girder bridges with vertical central stabilizers;Chen Y.;J. Tongji Univ. (Nat. Sci.),2019

3. Vortex-induced vibration performance and aerodynamic countermeasures of semi-open separated twin-box deck;Fang G. S.;China Civ. Eng. J.,2017

4. Suppressing mechanism of spoilers on vortex-induced vibrations around a streamlined closed-box girder based on characteristics of aerodynamics forces and flow field;Hu C. X.;J. Vib. Eng.,2020

5. Vortex-induced vibration performance of a cable-stayed railway bridge with rectangular steel box girder and its aerodynamic countermeasure;Huang L.;J. Vib. Shock,2021

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