A new large-scale dynamic rig to evaluate rain-wind induced vibrations on stay cables: Design and commissioning
Author:
Funder
National Research Council Canada
Publisher
Elsevier BV
Subject
Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering
Reference21 articles.
1. Comparative analysis of bridge cables with concave fillets;Burlina,2016
2. Rain-wind induced vibration of inclined stay cables-Part I: experimental investigation and physical explanation;Cosentino;Wind Struct.,2003
3. Rain-wind induced vibration of inclined stay cables-Part II: mechanical modeling and parameter characterisation;Cosentino;Wind Struct.,2003
4. Wind Induced Vibration of Stay Cables, RI98-034, RDT05-004;Federal Highway Administration,2005
5. Multi-mode responses, rivulet dynamics, flow structures and mechanism of rain-wind induced vibrations of a flexible cable;Gao;J. Fluid Struct.,2018
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1. Parameter Tuning and Positioning Strategy of VD and TMD Joint Control System for Multi-Modal Vibration of Stay Cables;International Journal of Structural Stability and Dynamics;2024-06-17
2. Influence of reduced drag load on stay cables on the construction cost of cable-stayed bridges: Two study cases;Journal of Wind Engineering and Industrial Aerodynamics;2023-11
3. An investigation of rain-wind induced vibrations on stay cables in a novel range of operating conditions;Journal of Wind Engineering and Industrial Aerodynamics;2023-11
4. Stagnation point-induced vibration on ultra-long stay cables and the vibration control by using a novel stockbridge damper;Journal of Wind Engineering and Industrial Aerodynamics;2023-10
5. A revised Scruton number on rain-wind-induced vibration of stay cables;Journal of Wind Engineering and Industrial Aerodynamics;2022-11
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