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The Aerodynamics of Bridge Road Decks and the Role of Wind Tunnel Investigations
The report presents a review of aerodynamic bridge deck instability. Wind tunnel section model tests of cable-stayed bridge decks are presented. A degree of streamling of the bridge deck profile is shown to reduce vibrational amplitudes due to critical wind velocities to insignificant levels. Results of dynamic sectional model tests of the proposed Pasco-Kennewick Intercity cable-stayed bridge are presented. (Author)
The Aerodynamics of Bridge Road Decks and the Role of Wind Tunnel Investigations
The report presents a review of aerodynamic bridge deck instability. Wind tunnel section model tests of cable-stayed bridge decks are presented. A degree of streamling of the bridge deck profile is shown to reduce vibrational amplitudes due to critical wind velocities to insignificant levels. Results of dynamic sectional model tests of the proposed Pasco-Kennewick Intercity cable-stayed bridge are presented. (Author)
The Aerodynamics of Bridge Road Decks and the Role of Wind Tunnel Investigations
R. L. Wardlaw (author)
1973
42 pages
Report
No indication
English
Wind tunnel test of an active mass damper for bridge decks
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|Wind tunnel test of an active mass damper for bridge decks
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|NTIS | 1966
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