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Simplified probabilistic model for maximum traffic load from weigh-in-motion data
dc.contributor.author | Soriano Ibáñez, Miguel |
dc.contributor.author | Casas Rius, Joan Ramon |
dc.contributor.author | Ghosn, Michel |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria Telemàtica |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental |
dc.date.accessioned | 2019-09-16T22:43:19Z |
dc.date.issued | 2018 |
dc.identifier.citation | Soriano, M.; Casas, J.; Ghosn, M. Simplified probabilistic model for maximum traffic load from weigh-in-motion data. A: "Bridge design, assessment and monitoring". Routledge/Taylor and Francis Group, 2018, p. 1-39. |
dc.identifier.isbn | 978-0-8153-8228-7 |
dc.identifier.uri | http://hdl.handle.net/2117/168283 |
dc.description.abstract | This paper reviews the simplified procedure proposed by Ghosn and Sivakumar to model the maximum expected traffic load effect on highway bridges and illustrates the methodology using a set of Weigh-In-Motion (WIM) data collected on one site in the U.S. The paper compares different approaches for implementing the procedure and explores the effects of limitations in the sitespecific data on the projected maximum live load effect for different bridge service lives. A sensitivity analysis is carried out on the most representative variables involved in the WIM data collection and calculation of the maximum load effect. The procedure is implemented on a set of WIM data collected in Slovenia to study the maximum load effect on existing Slovenian highway bridges and how it compares with the values obtained from the Eurocode of actions. |
dc.format.extent | 39 p. |
dc.language.iso | eng |
dc.publisher | Routledge/Taylor and Francis Group |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Tipologies estructurals |
dc.subject.lcsh | Bridges--Testing |
dc.subject.other | Weigh-in-motion |
dc.subject.other | Bridge |
dc.subject.other | Traffic load |
dc.subject.other | Extrapolation |
dc.title | Simplified probabilistic model for maximum traffic load from weigh-in-motion data |
dc.type | Part of book or chapter of book |
dc.subject.lemac | Ponts -- Prova de càrrega |
dc.contributor.group | Universitat Politècnica de Catalunya. ISG - Grup de Seguretat de la Informació |
dc.contributor.group | Universitat Politècnica de Catalunya. EC - Enginyeria de la Construcció |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | https://www.routledge.com/Bridge-Design-Assessment-and-Monitoring/Chen-Frangopol-Ruan/p/book/9780815382287 |
dc.rights.access | Restricted access - publisher's policy |
local.identifier.drac | 25826312 |
dc.description.version | Postprint (published version) |
dc.date.lift | 10000-01-01 |
local.citation.author | Soriano, M.; Casas, J.; Ghosn, M. |
local.citation.publicationName | Bridge design, assessment and monitoring |
local.citation.startingPage | 1 |
local.citation.endingPage | 39 |
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