Wind-induced pressures around a sectional twin-deck bridge model: Effects of gap-width on the aerodynamic forces and vortex shedding mechanisms

Author:

Kwok K.C.S.,Qin X.R.,Fok C.H.,Hitchcock P.A.

Publisher

Elsevier BV

Subject

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

Reference23 articles.

1. Bearman, P.W., Davies M.E., September, 1975. The flow around oscillating bluff structures. In: Proceedings of the 4th International Conference on Wind Effects on Buildings and Structures, London, Cambridge University Press.

2. Forced motion and free motion aeroelastic tests on a new concept dynamometric section model of the Messina suspension bridge;Diana;Journal of Wind Engineering and Industrial Aerodynamics,2004

3. Fok, C.H., Kwok, K.C.S., Qin, X.R., Hitchcock, P.A., 2004a. Sectional pressure tests of a twin-deck bridge: part 1: experimental techniques and effects of angle of wind incidence. In: Proceedings of 11th AWES Workshop, Darwin, Australia.

4. Fok, C.H., Kwok, K.C.S., Qin, X.R., Hitchcock, P.A., 2004b. Sectional pressure tests of a twin-deck bridge: Part 2: effects of gap-width on a twin-deck configuration. In: Proceedings of 11th AWES Workshop, Darwin, Australia.

5. Gartshore, I.S., 1973. The effects of free stream turbulence on the drag of rectangular two-dimensional prisms. Boundary Layer Wind Tunnel Laboratory Research Report. BLWT-4-73. University of Western Ontario, pp. 1–12.

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