Force-displacement behavior of a beam with butterfly-shaped dampers implementing GE programming

dc.contributor.authorFarzampour, Alirezaen
dc.contributor.authorMansouri, Imanen
dc.contributor.authorMortazavi, Seyed Javaden
dc.contributor.authorHu, Jong Wanen
dc.date.accessioned2020-12-26T15:31:24Zen
dc.date.available2020-12-26T15:31:24Zen
dc.date.issued2020en
dc.description.abstractStructural steel plates having engineered cut-outs to exhibit controlled yielding is recently proposed for desirable performance compared to conventional systems. Butterfly-shaped beams with hexagonal cut-outs inside of the beam’s web is studied to better align the bending strength diagram along the link length with the corresponding demand shape of the applied moment diagram. In previous studies, it has been reported that these links have a substantial energy dissipation capability and sufficient ductility which necessities further investigations. In this study, a set of 240 nonlinear finite element models are developed for creation of a database and subsequently calibrated with finite element software packages. The capability of the gene expression programming (GEP) is explored for prediction of force-displacement relationship of a butterfly-shaped beam. Two new models are developed based on the reliable generated database. Subsequently, the proposed models are validated with several conducted analysis and statistical parameters, for which the comparisons are shown in details. The results represent that the proposed models are able to predict the force-displacement relationship of a butterfly-shaped beam with satisfactory accuracy.en
dc.format.mimetypeapplication/pdfen
dc.identifier.doihttps://doi.org/10.1007/s13296-020-00417-2en
dc.identifier.issueSeptemberen
dc.identifier.urihttp://hdl.handle.net/10919/101670en
dc.identifier.volume20en
dc.language.isoenen
dc.publisherSpringeren
dc.subjectStructural fusesen
dc.subjectButterfly-shaped beamen
dc.subjectFinite element analysisen
dc.subjectGene expression programmingen
dc.titleForce-displacement behavior of a beam with butterfly-shaped dampers implementing GE programmingen
dc.title.serialInternational Journal of Steel Structures, Springeren
dc.typeArticleen
dc.type.dcmitypeTexten

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