On the use of an active turbulence grid in wind tunnel testing of bridge decks
Author:
Funder
Norges Forskningsråd
Statens vegvesen
Publisher
Elsevier BV
Subject
Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering
Reference58 articles.
1. Effect of the low-frequency turbulence on the aeroelastic response of a long-span bridge in wind tunnel;Argentini;J. Wind Eng. Ind. Aerod.,2020
2. Time-variant self-excited force model based on 2D rational function approximation;Barni;J. Wind Eng. Ind. Aerod.,2021
3. Toward an improvement in the identification of bridge deck flutter derivatives;Bartoli;J. Eng. Mech.,2009
4. Strategies for aeroelastic parameter identification from bridge deck free vibration data;Brownjohn;J. Wind Eng. Ind. Aerod.,2001
5. Wind-tunnel development and trends in applications to civil engineering;Cermak;J. Wind Eng. Ind. Aerod.,2003
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1. On the identification of aerodynamic derivatives using forced vibration in active grid generated turbulent flow;Journal of Physics: Conference Series;2024-06-01
2. Identification of aerodynamic admittance functions in active grid generated turbulent flow;Journal of Wind Engineering and Industrial Aerodynamics;2024-03
3. Comparing Hot-Wire Measurements and Particle Image Velocimetry of Turbulence Fields Generated by an Active Grid;Springer Proceedings in Physics;2024
4. The Near- and Intermediate-Wakes of Cylinders Under the Influence of Freestream Turbulence;Springer Proceedings in Physics;2024
5. Full-scale monitored wind and response characteristics of a suspension bridge compared with wind tunnel investigations at the design stage;Journal of Wind Engineering and Industrial Aerodynamics;2023-11
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