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dc.contributor.authorKaushal, Saanchi
dc.contributor.authorIngham, Jason
dc.date.accessioned2021-06-22T04:02:07Z
dc.date.available2021-06-22T04:02:07Z
dc.date.issued2021-04-14
dc.identifier.urihttps://repo.nzsee.org.nz/xmlui/handle/nzsee/2430
dc.description.abstractUnreinforced masonry buildings comprise a major part of New Zealand's built heritage and were significantly damaged during the 2010-2011 Canterbury Earthquake sequence. There were 627 URM building assessed in the surveys done following the earthquake where their structural characteristics and damages were noted. The common failure mechanisms observed in URM buildings are in-plane and out-of-plane failure, which were also recorded during the surveys. This database was used to build a damage prediction model using machine learning techniques with a framework for the identification of building characteristics that influence the two failure mechanisms. Four classification techniques such as multiclass logistic regression, k-nearest neighbour, random forest and support vector machines were trialled on the dataset, to assess their accuracy. The best performing algorithm being random forest, achieved more than 65% accuracy. 
dc.language.isoen
dc.publisherNew Zealand Society for Earthquake Engineering
dc.relation.ispartofseries2021;0086
dc.subjectImproving understanding of seismic hazard and risk
dc.subjectEngineering assessments for general purposes and potentially earthquake-prone buildings
dc.subjectInnovative approaches in seismic design and assessment
dc.titleIdentifying  attributes influencing failure mechanisms in unreinforced masonry buildings using machine learning 
dc.typeArticle


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