Reference : Non Gaussian Response of Bridges Subjected to Turbulent Wind – Effect of the non Line...
Scientific congresses and symposiums : Paper published in a book
Engineering, computing & technology : Civil engineering
http://hdl.handle.net/2268/13042
Non Gaussian Response of Bridges Subjected to Turbulent Wind – Effect of the non Linearity of Aerodynamic Coefficients
English
Denoël, Vincent mailto [Université de Liège - ULg > Département Argenco : Secteur MS2F > Mécanique des solides >]
Degée, Hervé mailto [Université de Liège - ULg > Département ArGEnCo > Département ArGEnCo >]
2006
Proceedings of the 3rd European Conference on Computational Solid and Structural Mechanics
14
Yes
No
International
ECCM06, 3rd European Conference on Computational Solid and Structural Mechanics
June 5-8, 2006
Lisbon
Portugal
[en] Non Gaussianity ; Quasi-steady wind loading ; turbulence
[en] In the context of a non linear quasi-steady wind loading, this paper shows the importance
of the non linearity of the wind loading. More particularly, it focuses of the influence,
on the structural response, of the non linearity of the aerodynamic coefficients. It is
shown that, in case of 2-D turbulent flow, the influence of this kind of non linearity may be
significant. To do so, statistical characteristics of the loading as well as those of the response
are computed in such a turbulent flow.
Fonds de la Recherche Scientifique (Communauté française de Belgique) - F.R.S.-FNRS
Researchers ; Professionals
http://hdl.handle.net/2268/13042

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