Aerodynamic Instability of Circular Slender Structures Due to Bistable Flow Activity
Author:
Affiliation:
1. National Center of Integrated Studies and Research on Building Engineering (CNERIB), Souidania, Algiers, Algeria
2. CSTB, Nantes, France
3. Aerospace and Mechanical Engineering Department, University of Liège, Liège, Belgium
Publisher
Informa UK Limited
Subject
Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/10168664.2021.1929670
Reference30 articles.
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2. Aerodynamic behaviour of an inclined circular cylinder
3. Aerodynamic forcing characteristics of dry cable galloping at critical Reynolds numbers
4. Dry galloping characteristics and its mechanism of inclined/yawed cables
5. Kumarasena S, Jones NP, Irwin P, Taylor P. Wind-Induced Vibration of Stay Cables. Report No. FHWA-RD-05-083, the Federal Highway Administration. U.S. Department of Transportation. 2007.
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1. On the mechanism of divergent cable movement: Contribution of the bistable flow activity in the critical flow regime;Journal of Wind Engineering and Industrial Aerodynamics;2022-09
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