Vibration Damping of a Taut Cable with the Hybrid Application of a Viscous Damper and a Tuned Mass Damper-Reference-Cited by-同舟云学术

Vibration Damping of a Taut Cable with the Hybrid Application of a Viscous Damper and a Tuned Mass Damper

Published:2024-05 Issue:5 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Yang Xia¹,Zhou Haijun²^ORCID,Cai Chunsheng³,Huang Xigui⁴,Du YanLiang⁵

Affiliation:

1. Ph.D. Candidate, Key Laboratory of Coastal Urban Resilient Infrastructures, Ministry of Education, Shenzhen Univ., Shenzhen 518060, China; National Key Laboratory of Green and Long-Life Road Engineering in Extreme Environment, Shenzhen Univ., Shenzhen 518060, China.

2. Professor, Key Laboratory of Coastal Urban Resilient Infrastructures, Ministry of Education, Shenzhen Univ., Shenzhen 518060, China; National Key Laboratory of Green and Long-Life Road Engineering in Extreme Environment, Shenzhen Univ., Shenzhen 518060, China; China‒Pakistan Belt and Road Joint Laboratory on Smart Disaster Prevention of Major Infrastructures, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: .

3. Professor, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China.

4. Postgraduate Student, Key Laboratory of Coastal Urban Resilient Infrastructures, Ministry of Education, Shenzhen Univ., Shenzhen 518060, China.

5. Professor, Key Laboratory of Coastal Urban Resilient Infrastructures, Ministry of Education, Shenzhen Univ., Shenzhen 518060, China; National Key Laboratory of Green and Long-Life Road Engineering in Extreme Environment, Shenzhen Univ., Shenzhen 518060, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6411

Reference29 articles.

1. Identification of aeroelastic forces and static drag coefficients of a twin cable bridge stay from full-scale ambient vibration measurements

2. Wind-Induced Vibrations of the Stay Cables of a Roundabout Flyover: Assessment, Repair, and Countermeasures

3. Cable Vibration Control with a TMD-MR Damper System: Experimental Exploration

4. Cable Vibration Reduction with a Hung-on TMD System. Part I: Theoretical Study

5. A stay cable with viscous damper and tuned mass damper