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Pseudo three-dimensional simulation of buffeting response under turbulent wind

 Pseudo three-dimensional simulation of buffeting response under turbulent wind
Auteur(s): , ORCID
Présenté pendant IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014, publié dans , pp. 309-316
DOI: 10.2749/222137814814027783
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The aeroelastic response of bluff bodies is strongly influenced by atmospheric turbulence contained in the wind. The accurate prediction of wind-induced dynamic response of line-like structures su...
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Détails bibliographiques

Auteur(s):
ORCID
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014
Publié dans:
Page(s): 309-316 Nombre total de pages (du PDF): 8
Page(s): 309-316
Nombre total de pages (du PDF): 8
Année: 2014
DOI: 10.2749/222137814814027783
Abstrait:

The aeroelastic response of bluff bodies is strongly influenced by atmospheric turbulence contained in the wind. The accurate prediction of wind-induced dynamic response of line-like structures such as bridges and towers requires modelling of the cross sectional aerodynamic behaviour, the structural dynamics and the wind characteristics. This study aims to integrate all these aspects by performing CFD analyses in slices that are coupled to a three-dimensional structural model and performing fluid-structure interaction analyses that are able to account for turbulent inflow conditions. The method is applied to the study of a cable-stayed bridge and the results are verified against wind tunnel measurements.