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Super-long span bridge aerodynamics benchmark: additional results for TG3.1 Step 1.2

 Super-long span bridge aerodynamics benchmark: additional results for TG3.1 Step 1.2
Auteur(s): ORCID, , , ,
Présenté pendant IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, publié dans , pp. 1982-1989
DOI: 10.2749/ghent.2021.1982
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This paper presents the ongoing benchmark results of IABSE Task Group 3.1. The task of this working group is to create benchmark results for the validation of methodologies and software programs de...
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Détails bibliographiques

Auteur(s): ORCID (Chair of Task Group 3.1; Politecnico di Milano, Italy)
(ARUP, United Kingdom‌ ‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
(GREISCH, Belgium)
(University of A Coruna Spain)
(RWDI, Canada)
(Politecnico di Milano Italy)
(Vice-chair of Task Group 3.1; RWDI, Canada)
ORCID (Politecnico di Milano Italy)
(Svend Ole Hansen ApS Denmark)
(University of A Coruna Spain)
(COWI, Denmark)
(Politecnico di Milano Italy)
(ARUP, United Kingdom)
(University of A Coruna Spain)
(Buffalo University USA)
(Bauhaus-University Weimar Germany)
ORCID (Bauhaus-University Weimar Germany)
(Ramboll Denmark)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Publié dans:
Page(s): 1982-1989 Nombre total de pages (du PDF): 8
Page(s): 1982-1989
Nombre total de pages (du PDF): 8
DOI: 10.2749/ghent.2021.1982
Abstrait:

This paper presents the ongoing benchmark results of IABSE Task Group 3.1. The task of this working group is to create benchmark results for the validation of methodologies and software programs developed to assess the stability and the buffeting response of long span bridges. Indeed, accurate estimations of structural stability and response to strong winds are critical for the successful design of long-span bridges. While the first results of the benchmark, dealing with a section approach, have been already published, in this paper the ongoing activity and results of the task group are presented. The topic of these results is the numerical response of a full-bridge model under the actions of a multi-correlated wind field both in terms of aeroelastic stability and buffeting response.

Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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