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Traffic loads for the assessment of existing bridges

 Traffic loads for the assessment of existing bridges
Auteur(s): , , , , ORCID
Présenté pendant IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, publié dans , pp. 1040-1048
DOI: 10.2749/ghent.2021.1040
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IABSE TG 1.3 aims to identify appropriate approaches for applications of the partial factor format in assessment of existing bridges. A sub-group was formed to investigate and provide recommendatio...
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Détails bibliographiques

Auteur(s): (Schömig-Plan Consulting Engineers, Stuttgart, Germany)
(Stellenbosch University, Stellenbosch, South Africa‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
(Trinity College Dublin, Dublin, Ireland)
(Cerema, Champs-sur- Marne, France)
ORCID (Université Gustave Eiffel, Champs-sur-Marne, France)
(Zutari, Cape Town, South Africa)
ORCID (Czech Technical University in Prague, Prague, Czech Republic)
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): 1040-1048 Nombre total de pages (du PDF): 9
Page(s): 1040-1048
Nombre total de pages (du PDF): 9
DOI: 10.2749/ghent.2021.1040
Abstrait:

IABSE TG 1.3 aims to identify appropriate approaches for applications of the partial factor format in assessment of existing bridges. A sub-group was formed to investigate and provide recommendations on updating road traffic loads. Commonly, these are assessed by complex numerical simulations. While this study does not provide a universal solution, it demonstrates by a case study a simple and reasonably conservative way of using simulations to update traffic load effects, meanwhile continuously highlighting the objectives, potential alternatives or pitfalls of simulations. The results indicate that, for the short, single span bridge under consideration, the characteristic values given in Eurocodes provide conservative estimates. The probabilistic model for traffic loading obtained by bridge- and route-specific simulations will yield substantially more favourable reliability levels in comparison to the general model in fib Bulletin 80.

Mots-clé:
ponts structures existantes
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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