Wind tunnel tests and numerical approach for long span bridges: The Messina bridge

Author:

Diana G.,Fiammenghi G.,Belloli M.,Rocchi D.

Publisher

Elsevier BV

Subject

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

Reference26 articles.

1. Argentini, T., Belloli, M., Fossati, F., Rocchi, D., Villani, M. (2011). Experimental and numerical analysis of the dynamic response of cable-stayed bridge: vortex induced vibrations and buffeting effects. In: Proceedings of the 13th International conference on Wind Engineering. Amsterdam, the Netherlands, 2011-July, pp. 10–15

2. Belloli, M., Borghesani, P., Rocchi, D., Rosa, L., Sbrosi, M., Villani, M. (2011). FRC erection stages dynamic behaviour under wind loads. In: Eighth International Conference on Structural Dynamics. EURODYN 2011. Leuven, Belgium, 4–6 July 2011, pp. 1372–1379

3. Force and wake analysis on a single circular cylinder subjected to vortex induced vibrations at high mass ratio and high Reynolds number;Belloli;Journal of Wind Engineering and Industrial Aerodynamics,2012

4. Wind measurements on the Humber bridge and numerical simulations;Bocciolone;Journal of Wind Engineering and Industrial Aerodynamics,1992

5. Time domain vs. frequency domain characterization of aeroelastic forces for bridge deck sections;Caracoglia;Journal of Wind Engineering and Industrial Aerodynamics,2003

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