Wind tunnel section model study of aeroelastic performance for Ting Kau Bridge Deck
Brownjohn, James; Choi, ECC
Date: 1 October 2001
Journal
Wind and Structures
Publisher
Wiley
Publisher DOI
Abstract
Wind tunnel tests were conducted on a model of deck section from the Ting Kau cablernstayed bridge. The purpose of the tests was to determine the set of aerodynamic derivatives conventionallyrnused to describe the motion-induced forces arising from the wind flow, and to investigate the stability ofrnthe deck under different conditions ...
Wind tunnel tests were conducted on a model of deck section from the Ting Kau cablernstayed bridge. The purpose of the tests was to determine the set of aerodynamic derivatives conventionallyrnused to describe the motion-induced forces arising from the wind flow, and to investigate the stability ofrnthe deck under different conditions of turbulence and angle of attack. The study shows that except forrnlarge negative angles of attack the deck section itself is stable up to a high wind speed, and that whenrninstability does occur it is essentially a single degree of freedom (torsional) flutter.
Engineering
Faculty of Environment, Science and Economy
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