FRC erection stages dynamic behaviour under wind loads
Belloli, Marco, Borghesani, Pietro, Rocchi, Daniele, Rosa, Lorenzo, Sbrosi, Marco, & Villani, Marco (2011) FRC erection stages dynamic behaviour under wind loads. In De Roeck, G., Degrande, G., Lombaert, G., & Muller, G. (Eds.) Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011, Leuven, Belgium, pp. 1372-1379.
Buffeting response of a cable-stayed bridge under construction is investigated through wind tunnel tests and numerical simulations. Two configurations of the erection stage have been considered and compared in terms of dynamic response and internal forces using the results of the experimental aeroelastic models. Moreover the results of a numerical model able to simulate the simultaneous effects of vortex shedding from tower and aeroelastic response of the deck are compared to the wind tunnel ones.
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|Item Type:||Conference Paper|
|Keywords:||aeroelasticity, wind engineering, bridge aerodynamics, wind tunnel|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > MECHANICAL ENGINEERING (091300) > Dynamics Vibration and Vibration Control (091304)|
|Divisions:||Current > Schools > School of Chemistry, Physics & Mechanical Engineering
Current > QUT Faculties and Divisions > Science & Engineering Faculty
|Deposited On:||21 Jan 2014 22:28|
|Last Modified:||01 Apr 2014 23:58|
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