Buffeting-Induced Resonances of Hangers at a Long-Span Suspension Bridge and Mitigation Countermeasure

Author:

Zhang Zhitian1ORCID,Zeng Jiadong2,Zhu Ledong3,Ge Yaojun3

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Hainan Univ., Haikou 570228, China (corresponding author). ORCID: .

2. Lecturer, College of Civil Engineering and Architecture, Hainan Univ., Haikou 570228, China.

3. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Chen, A. R., 2018a. Wind-resistant design specification for highway bridges. Released by Ministry of Transport of the People’s Republic of China. Beijing: China Communications Press Corporation Limited.

2. Wake-flow-induced vibrations of vertical hangers behind the tower of a long-span suspension bridge;Chen W.;Eng. Struct.,2018

3. Complex wake-induced vibration of aligned hangers behind tower of long-span suspension bridge

4. Oscillations of Bridge Stay Cables Induced by Periodic Motions of Deck and/or Towers

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

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Dynamic modeling and analysis of hanger cables with spacers and dampers for vibration mitigation;Structures;2023-11

2. State of the Art Review of Aerodynamic Effects on Bridges;Journal of The Institution of Engineers (India): Series A;2022-05-04

3. Analysis and Design of Cable Stayed and Suspension Bridge Subjected to Wind Loading;IOP Conference Series: Earth and Environmental Science;2021-11-01

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