Safety assessment of brazilian concrete bridges through reliability analysis

dc.contributor.authorSantos, Ademir F.por
dc.contributor.authorBonatte, Maurício S.por
dc.contributor.authorSousa, Hélder S.por
dc.contributor.authorBittencourt, Túlio N.por
dc.contributor.authorMatos, José C.por
dc.date.accessioned2024-03-01T10:47:03Z
dc.date.available2024-03-01T10:47:03Z
dc.date.issued2024-01
dc.date.updated2024-02-26T11:15:21Z
dc.description.abstractThis paper addresses the need for accurate and objective safety assessments of bridges in Brazil taking into account the increase in traffic load and limited funding for infrastructure. In Brazil, the usual method of ensuring bridge safety involves strengthening based on design codes using deterministic analysis and partial safety factors. This method leads to an increase in the maintenance cost of the bridges. Structural reliability assessment, a higher-tier assessment method, is recommended globally for assessing the safety of existing bridges beyond current deterministic methods. This paper presents a study that evaluates the structural safety of existing road bridges in Brazil using the semi-probabilistic method defined in Brazilian standards and the full probabilistic method. The study selected six case studies of existing reinforced and prestressed concrete bridges to evaluate their structural safety concerning current normative loads. The results suggest that the partial safety factors defined in the Brazilian standards are consistent with international standards. The reliability analysis can guarantee the bridges’ safety, even with increased traffic loads, without additional costs for structural strengthening. Therefore, the paper highlights the importance of promoting reliability analysis in Brazil to ensure the safety of existing bridges and promote cost-effective and objective safety assessments.por
dc.description.sponsorshipThis work was partly financed by FCT / MCTES through national funds (PIDDAC) under the R&D Unit Insti tute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB/04029/2020, and under the Associate Laboratory Advanced Production and Intelligent Systems ARISE under reference LA/ P/0112/2020.The second author was supported by the doctoral Grant PRT/BD/154332/2023 financed by the Portuguese Foundation for Science and Technology (FCT), and with funds from the European Social Fund (ESF), under MIT Portugal Programme.por
dc.distributioninternationalpor
dc.identifier.doi10.1080/10168664.2023.2288386por
dc.identifier.issn1016-8664por
dc.identifier.urihttps://hdl.handle.net/1822/89209
dc.language.isoengpor
dc.peerreviewedyespor
dc.publisherInternational Association for Bridge and Structural Engineering (IABSE)por
dc.relationinfo:eu-repo/grantAgreement/FCT/6817 - DCRRNI ID/UIDB%2F04029%2F2020/PTpor
dc.relationLA/P/0112/2020por
dc.relationPRT/BD/154332/2023por
dc.relation.publisherversionhttps://www.tandfonline.com/doi/full/10.1080/10168664.2023.2288386por
dc.rightsopenAccesspor
dc.subjectBrazilian standardspor
dc.subjectBridge infrastructurepor
dc.subjectBridge managementpor
dc.subjectExisting bridgespor
dc.subjectPartial safety factorspor
dc.subjectReliability assessmentpor
dc.subjectStructural safetypor
dc.titleSafety assessment of brazilian concrete bridges through reliability analysispor
dc.typearticle
dspace.entity.typePublicationen
oaire.citationEndPage255por
oaire.citationIssue2por
oaire.citationStartPage244por
oaire.citationVolume34por
sdum.export.identifier13303
sdum.journalStructural Engineering Internationalpor

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