Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.12188/2461
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dc.contributor.authorCvetkovska, Merien_US
dc.contributor.authorChifliganec, Cvetankaen_US
dc.contributor.authorTrombeva Gavriloska, Anaen_US
dc.contributor.authorLazarevska, Marijanaen_US
dc.contributor.authorMircevska, Violetaen_US
dc.date.accessioned2019-07-15T09:48:23Z-
dc.date.available2019-07-15T09:48:23Z-
dc.date.issued2017-08-15-
dc.identifier.urihttp://hdl.handle.net/20.500.12188/2461-
dc.description.abstractUnderstanding the performance and the response of the frame structures in fire is of particular importance for structural fire design. The specialized computer program SAFIR enables analysis of different types of structures, constructed with different structural materials. The options of program SAFIR are presented on eight different fire scenarios of standards fire exposure of three bay two story RC frame. The results for the: temperature distribution within the structural elements, fire resistance of the whole structure, bending moments and deformations of elements are presented and discussed. The worst fire scenario of the frame is defined.en_US
dc.language.isoenen_US
dc.publisherUniversity of Novi Sad, Faculty of Technical Sciences; Higher Education Technical School of Professional Studiesen_US
dc.subjectreinforced concrete frame, fire resistance, fire scenario, internal forces, deformationen_US
dc.titleFire scenario influence on the fire resistance and the behavior of RC frame structureen_US
dc.typeArticleen_US
dc.relation.conference1st International Symposium K-FORCE 2017en_US
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: Conference papers
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