0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

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
Author(s): , ORCID,
Presented at IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018, published in , pp. S34-33
DOI: 10.2749/nantes.2018.s34-33
Price: € 25.00 incl. VAT for PDF document  
ADD TO CART
Download preview file (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...
Read more

Bibliographic Details

Author(s): (Bauhaus-University Weimar, Germany)
ORCID (Bauhaus-University Weimar, Germany)
(University of Notre Dame, USA)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018
Published in:
Page(s): S34-33 Total no. of pages: 9
Page(s): S34-33
Total no. of pages: 9
DOI: 10.2749/nantes.2018.s34-33
Abstract:

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.

Keywords:
aeroelasticity CFD long-span bridges bridge aerodynamics comparison metrics