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Standardised bridge weigh-in-motion data and its applications in bridge engineering

 Standardised bridge weigh-in-motion data and its applications in bridge engineering
Autor(en): , , , ,
Beitrag für IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, veröffentlicht in , S. 1031-1039
DOI: 10.2749/ghent.2021.1031
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Applying actual traffic data in bridge analyses will provide more accurate results compared to the results obtained according to the Eurocode traffic load models. Bridge Weigh-in-Motion (B-WIM) mea...
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Bibliografische Angaben

Autor(en): (Department of Civil Engineering, Aalto university, Espoo, Finland)
(Department of Civil Engineering, Aalto university, Espoo, Finland)
(Finnish Transport Infrastructure Agency, Helsinki, Finland‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
(Finnish Transport Infrastructure Agency, Helsinki, Finland‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
(Finnish Transport Infrastructure Agency, Helsinki, Finland‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌‌)
(Sweco Structures Ltd, Helsinki, Finland)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Veröffentlicht in:
Seite(n): 1031-1039 Anzahl der Seiten (im PDF): 9
Seite(n): 1031-1039
Anzahl der Seiten (im PDF): 9
DOI: 10.2749/ghent.2021.1031
Abstrakt:

Applying actual traffic data in bridge analyses will provide more accurate results compared to the results obtained according to the Eurocode traffic load models. Bridge Weigh-in-Motion (B-WIM) measurements are an excellent tool to produce such data. Using B-WIM data as a part of the bridge design or assessment processes has a large potential, but the lack of widely adopted standardised data format hinders broader utilisation of it. This study proposes a new standardised format to present the measured B-WIM data so that in the future, developed software can directly utilise any available B-WIM data. This would make calculations with multiple different traffic compositions and types straightforward and enable the basis for further utilisation of B-WIM data in bridge design/assessment. To demonstrate the benefits, a fatigue case study of an orthotropic bridge deck was conducted, and the results were compared to ones obtained according to Eurocode FLM 4.

Stichwörter:
Brücken Ermüdung Orthotrope Platte Verkehrslasten WIM
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
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