0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

Quantification of the Influence of Aerodynamic Model Assumptions for Dynamic Analyses of Bridges

 Quantification of the Influence of Aerodynamic Model Assumptions for Dynamic Analyses of Bridges
Auteur(s): , ORCID,
Présenté pendant IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018, publié dans , pp. S34-33
DOI: 10.2749/nantes.2018.s34-33
Prix: € 25,00 incl. TVA pour document PDF  
AJOUTER AU PANIER
Télécharger l'aperçu (fichier PDF) 0.49 MB

Long-span bridges are sensitive to wind-induced forces. In this paper, we evaluate the influence of the assumptions in the semi-analytical aerodynamic models on the dynamic response of a bridge dec...
Lire plus

Détails bibliographiques

Auteur(s): (Bauhaus-University Weimar, Germany)
ORCID (Bauhaus-University Weimar, Germany)
(University of Notre Dame, USA)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018
Publié dans:
Page(s): S34-33 Nombre total de pages (du PDF): 9
Page(s): S34-33
Nombre total de pages (du PDF): 9
DOI: 10.2749/nantes.2018.s34-33
Abstrait:

Long-span bridges are sensitive to wind-induced forces. In this paper, we evaluate the influence of the assumptions in the semi-analytical aerodynamic models on the dynamic response of a bridge deck using comparison metrics. These metrics are constructed in such way to evaluate the differences in the signal properties of the time-dependent response. The signal properties include the time-varying frequency and magnitude content, phase and stationarity. The behavior of the metrics is first studied on illustrative examples. Finally, the metrics are used to quantify the discrepancies in the response of a streamlined deck, obtained by utilizing a numerical and two semi-analytical models. The results of the study provide deeper insight into bridge aerodynamics.