FRC erection stages dynamic behaviour under wind loads
| Contribuinte(s) |
De Roeck, G. Degrande, G. Lombaert, G. Muller, G. |
|---|---|
| Data(s) |
2011
|
| Resumo |
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. |
| Identificador | |
| Relação |
http://conf.ti.kviv.be/Eurodyn2011/CD/papers/MS07-816.pdf 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. |
| Fonte |
School of Chemistry, Physics & Mechanical Engineering; Science & Engineering Faculty |
| Palavras-Chave | #091304 Dynamics Vibration and Vibration Control #aeroelasticity #wind engineering #bridge aerodynamics #wind tunnel |
| Tipo |
Conference Paper |
