Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/84595

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dc.contributor.authorPereira, Neryvaldo Jesus Galvãopor
dc.contributor.authorMatos, José C.por
dc.contributor.authorHajdin, Radepor
dc.contributor.authorFerreira, Luíspor
dc.contributor.authorStewart, Mark G.por
dc.date.accessioned2023-05-19T09:18:03Z-
dc.date.issued2022-
dc.identifier.issn0141-0296por
dc.identifier.urihttps://hdl.handle.net/1822/84595-
dc.description.abstractThe ageing of bridge stock in developed countries worldwide and the increasing number of recorded bridge collapses have underlined the need for more sophisticated and comprehensive assessment procedures concerning the safety and serviceability of structures. In many recent failures, construction errors or deficiencies have contributed to the unfortunate outcome either by depleting the safety margin or speeding up the deterioration rate of structures. This research aims to quantify the impact of construction errors on the structural safety of a bridge considering corresponding models available in the literature that probabilistically characterise the occurrence rate and severity of some of these errors. The nominal probability of failure of structures, neglecting construction errors, is typically computed in numerous works in the literature. Therefore, the novelty of this paper lies in the consideration of an additional source of uncertainty (i.e., construction errors) combined with sophisticated numerical methods leading to a more refined estimation of the probability of failure of structures. Accordingly, some benchmark results focussing on error-free and error-included scenarios are established, providing useful information to close the gap between the nominal and the actual probability of failure of a railway bridge.por
dc.description.sponsorshipThis work is partially financed by (i) national funds through FCT - Foundation for Science and Technology, under grant agreement “PD/ BD/143003/2018” attributed to the 1st author; and (ii) FCT / MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Structural Engineering (ISISE), under reference UIDB / 04029/2020.por
dc.language.isoengpor
dc.publisherElsevier 1por
dc.relationinfo:eu-repo/grantAgreement/FCT/POR_NORTE/PD%2FBD%2F143003%2F2018/PTpor
dc.relationinfo:eu-repo/grantAgreement/FCT/6817 - DCRRNI ID/UIDB%2F04029%2F2020/PTpor
dc.rightsrestrictedAccesspor
dc.subjectConstruction errorspor
dc.subjectStructural safetypor
dc.subjectHuman errorspor
dc.subjectBridge collapsespor
dc.subjectReliability of structurespor
dc.subjectSurrogate modelspor
dc.subjectRobustnesspor
dc.subjectNon-linear analysispor
dc.subjectReinforced concretepor
dc.subjectRailway bridgespor
dc.titleImpact of construction errors on the structural safety of a post-tensioned reinforced concrete bridgepor
dc.typearticle-
dc.peerreviewedyespor
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0141029622007477?via%3Dihubpor
oaire.citationStartPage1por
oaire.citationEndPage14por
oaire.citationVolume267por
dc.identifier.eissn1873-7323por
dc.identifier.doi10.1016/j.engstruct.2022.114650por
dc.date.embargo10000-01-01-
dc.subject.fosEngenharia e Tecnologia::Engenharia Civilpor
dc.subject.wosScience & Technologypor
sdum.journalEngineering Structurespor
dc.identifier.articlenumber114650por
dc.subject.odsIndústria, inovação e infraestruturaspor
Aparece nas coleções:ISISE - Artigos em Revistas Internacionais

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