Unsteady Theoretical Analysis on the Wake-Induced Vibration of Suspension Bridge Hangers-Reference-Cited by-同舟云学术

Unsteady Theoretical Analysis on the Wake-Induced Vibration of Suspension Bridge Hangers

Published:2019-02 Issue:2 Volume:24 Page:04018113
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Deng Yangchen¹,Li Shouying²,Chen Zhengqing³

Affiliation:

1. Ph.D. Candidate, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

2. Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author).

3. Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001339

Reference32 articles.

1. The role of wake stiffness on the wake-induced vibration of the downstream cylinder of a tandem pair

2. On the wake-induced vibration of tandem circular cylinders: the vortex interaction excitation mechanism

3. Forces on and Stability of a Cylinder in a Wake

4. Proximity-induced galloping of two interfering circular cylinders

5. THE FLOW INTERACTION BETWEEN A STATIONARY CYLINDER AND A DOWNSTREAM FLEXIBLE CYLINDER

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