A novel elastic suspension system for wind tunnel section model studies

Author:

Sarkar P.P.,Chowdhury A.G.,Gardner T.B.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference12 articles.

1. R.H. Scanlan, State-of-the-art methods for calculating flutter, vortex induced, and buffeting responses of bridge structures, Report No. FHWA/RD 80/50, Federal Highway Administration, Washington, DC, 1981.

2. Wind Effects on Structures;Simiu,1996

3. Airfoil and bridge deck flutter derivatives;Scanlan;J. Eng. Mech. Division, ASCE,1971

4. A.G. Davenport, N. Isyumov, T. Miyata, The experimental determination of the response of suspension bridges to turbulent wind, in: Proceedings of the Third International Conference on Wind Effects on Buildings and Structures, Tokyo, Japan, 1971, pp. 1207–1219.

5. Comparison of taut-strip and section-model-based approaches in long-span bridge aerodynamics;Scanlan;J. Wind Eng. Ind. Aerodyn.,1997

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