Aerodynamic Interference Effects on Vortex-Induced Vibration of Two Parallel Railway– and Highway–Cable-Stayed Bridges with Triple-Separated Decks-Reference-Cited by-全球学者库

Aerodynamic Interference Effects on Vortex-Induced Vibration of Two Parallel Railway– and Highway–Cable-Stayed Bridges with Triple-Separated Decks

Published:2024-02 Issue:2 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Xiao Han¹,Liu Zhiwen²^ORCID,He Fawei¹,Chen Zhengqing³,Liu Zhenbiao⁴,Yan Aiguo⁴

Affiliation:

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

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

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

4. China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, 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-6380

Reference30 articles.

1. Aerodynamic interference and vortex-induced vibrations on parallel bridges: The Ewijk bridge during different stages of refurbishment

2. Influences of aerodynamic interference effects of adjacent three separated deck bridges on wind stability of bridges;Chen P.;Bridge Constr.,2016

3. Corriols, A. S., and G. Morgenthal. 2012. “Computational analysis of VIV observed on existing bridges.” In Proc., 7th Int. Colloquium on Bluff Body Aerodynamics and Applications, 1536–1549. Amsterdam, Netherlands: Elsevier.

4. Case study of vortex-induced vibration and mitigation mechanism for a long-span suspension bridge

5. Numerical investigation of flow structures and aerodynamic interference around stationary parallel box girders