Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/93800
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dc.creatorHelder Sousa
dc.creatorCarlos Sousa
dc.creatorAfonso S. Neves
dc.creatorJoão Bento
dc.creatorJoaquim Figueiras
dc.date.accessioned2019-02-01T18:56:35Z-
dc.date.available2019-02-01T18:56:35Z-
dc.date.issued2013
dc.identifier.issn1573-2479
dc.identifier.othersigarra:61892
dc.identifier.urihttps://repositorio-aberto.up.pt/handle/10216/93800-
dc.description.abstractPrecast girders have recently been widely employed in the construction of bridges and viaducts. The new bridge over the Tagus River in Portugal, the Leziria Bridge, comprehends a 9160m long south approach viaduct, which was built with precast girders made continuous in situ. Given the relevance of this construction, a long-term monitoring system was implemented and measurements were taken since the start of the construction. The observed parameters were concrete strains and temperatures, deck rotations, joint displacements, accelerations and also environment temperature and relative humidity. The work presents the precast structure, the monitoring system and the appraisal of a statistical procedure for the long-term assessment of the structural behaviour. This procedure is based on prediction models, which establish the normal correlation patterns between environmental and material parameters (such as concrete temperature and shrinkage strains), and the observed structural response in terms of strains, rotations and movements of expansion joints. The calculation of the normal correlation pattern comprehends the minimisation of a square error. By applying the prediction model to the structural response measured in the south approach viaduct of the Leziria Bridge, it was found that this methodology is a feasible tool for real-time damage detection of bridges.
dc.language.isoeng
dc.rightsrestrictedAccess
dc.subjectEngenharia civil
dc.subjectCivil engineering
dc.titleLong-term monitoring and assessment of a precast continuous viaduct
dc.typeArtigo em Revista Científica Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.identifier.doi10.1080/15732479.2011.614260
dc.identifier.authenticusP-004-ZRH
dc.subject.fosCiências da engenharia e tecnologias::Engenharia civil
dc.subject.fosEngineering and technology::Civil engineering
Appears in Collections:FEUP - Artigo em Revista Científica Internacional

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