Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.12188/2471
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dc.contributor.authorLazarevska, Marijanaen_US
dc.contributor.authorCvetkovska, Merien_US
dc.contributor.authorKnežević, Milošen_US
dc.contributor.authorTrombeva Gavriloska, Anaen_US
dc.contributor.authorMilanovic, Milivojeen_US
dc.contributor.authorMurgul, Veraen_US
dc.contributor.authorVatin, Nikolayen_US
dc.date.accessioned2019-07-15T11:19:14Z-
dc.date.available2019-07-15T11:19:14Z-
dc.date.issued2014-09-
dc.identifier.urihttp://hdl.handle.net/20.500.12188/2471-
dc.description.abstract<jats:p>Using the concept of the artificial neural networks and the results of the performed numerical analyses as input parameters, the prediction model for defining the fire resistance of RC columns incorporated in walls and exposed to standard fire from one side, has been made. A short description of the numerical analyses of columns exposed to standard fire ISO 834, conducted by the computer software FIRE are presented in this paper. The software is capable of predicting the nonlinear response of reinforced concrete elements and plane frame structures subjected to fire loading, carrying out the nonlinear transient heat flow analysis and nonlinear stress-strain response associated with fire.</jats:p>en_US
dc.publisherTrans Tech Publicationsen_US
dc.relation.ispartofApplied Mechanics and Materialsen_US
dc.titleNeural Network Prognostic Model for Predicting the Fire Resistance of Eccentrically Loaded RC Columnsen_US
dc.typeArticleen_US
dc.identifier.doi10.4028/www.scientific.net/amm.627.276-
dc.identifier.urlhttps://www.scientific.net/AMM.627.276.pdf-
dc.identifier.volume627-
dc.identifier.fpage276-
dc.identifier.lpage282-
item.grantfulltextnone-
item.fulltextNo Fulltext-
crisitem.author.deptFaculty of Civil Engineering-
crisitem.author.deptFaculty of Architecture-
crisitem.author.deptFaculty of Civil Engineering-
Appears in Collections:Faculty of Civil Engineering: Journal Articles
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