Wind-Induced Vibrations of the Stay Cables of a Roundabout Flyover: Assessment, Repair, and Countermeasures-Reference-Cited by-同舟云学术

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

Published:2016-12 Issue:6 Volume:30 Page:04016046
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Argentini T.¹,Rosa L.²,Zasso A.³

Affiliation:

1. Researcher, Dept. of Mechanical Engineering., Politecnico di Milano, via La Masa 1, 20156 Milano, Italy (corresponding author).

2. Researcher, Wind Tunnel, Politecnico di Milano, via La Masa 34, 20156 Milano, Italy.

3. Professor, Dept. of Mechanical Engineering, Politecnico di Milano, via La Masa 1, 20156 Milano, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000897

Reference17 articles.

1. Experimental evaluation of Hovenring Bridge stay-cable vibration

2. Experimental study on the wind-induced vibration of a dry inclined cable—Part I: Phenomena

3. A parametric investigation of wind-induced cable fatigue

4. Stockbridge-type damper effectiveness evaluation: part i-comparison between tests on span and on the shaker

5. EPRI. (2006). “Transmission line reference book: Wind-induced conductor motion.” Palo Alto CA.

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4. Monitoring-based identification of nonlinear aerodynamic damping in multi-mode vortex-induced vibrations of a stay cable;Journal of Wind Engineering and Industrial Aerodynamics;2024-04

5. Multi-Mode Vibration Control of Super-Long Stay Cables with Negative Stiffness and Stockbridge Dampers;International Journal of Structural Stability and Dynamics;2024-02-19

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