Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/63233

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Campo DCValorIdioma
dc.contributor.authorMartins, Francisco F.por
dc.contributor.authorCamões, Airespor
dc.date.accessioned2020-01-16T10:46:09Z-
dc.date.issued2019-11-
dc.date.submitted2020-01-
dc.identifier.citationMartins F. F., Camões A. Prediction of Restrained Shrinkage Crack Width of Slag Mortar Composites Using Data Mining Techniques, Matária, Vol. 24, Issue 4, doi:10.1590/s1517-707620190004.0852, 2019por
dc.identifier.issn1517-7076por
dc.identifier.urihttps://hdl.handle.net/1822/63233-
dc.description.abstractThe purpose of this study is to develop data mining models to predict restrained shrinkage crack widths of slag mortar cementitious composites. A database published by BILIR et al. [1] was used to develop these models. As a modelling tool R environment was used to apply these data mining (DM) techniques. Several algorithms were tested and analyzed using all the combinations of the input parameters. It was concluded that using one or three input parameters the artificial neural networks (ANN) models have the best performance. Nevertheless, the best forecasting capacity was obtained with the support vector machines (SVM) model using only two input parameters. Furthermore, this model has better predictive capacity than adaptative-network-based fuzzy inference system (ANFIS) model developed by BILIR et al. [1] that uses three input parameters.por
dc.description.sponsorshipFEDER funds through the Competitivity Factors Operational Programme -COMPETE and by national funds through FCT – Foundation for Science and Technology within the scope ofthe project POCI-01-0145-FEDER-007633”por
dc.language.isoengpor
dc.publisherRede Latino-Americana de Materiaispor
dc.rightsrestrictedAccesspor
dc.subjectData Miningpor
dc.subjectMortarpor
dc.subjectPredictionpor
dc.subjectrestrained shrinkage crackingpor
dc.titlePrediction of restrained shrinkage crack width of slag mortar composites using data mining techniquespor
dc.typearticle-
dc.peerreviewedyespor
dc.relation.publisherversionhttp://www.scielo.br/scielo.php?pid=S1517-70762019000400345&script=sci_arttextpor
dc.commentshttp://ctac.uminho.pt/node/3077por
oaire.citationIssue4por
oaire.citationVolume24por
dc.date.updated2020-01-15T17:48:07Z-
dc.identifier.doi10.1590/s1517-707620190004.0852por
dc.date.embargo10000-01-01-
dc.subject.fosEngenharia e Tecnologia::Engenharia Civilpor
dc.subject.wosScience & Technologypor
sdum.journalRevista Matériapor
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