Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.12188/2472
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dc.contributor.authorCvetkovska, Merien_US
dc.contributor.authorLazarevska, Marijanaen_US
dc.contributor.authorTrombeva Gavriloska, Anaen_US
dc.date.accessioned2019-07-15T12:45:44Z-
dc.date.available2019-07-15T12:45:44Z-
dc.date.issued2015-11-
dc.identifier.isbn978-86-7892-748-5-
dc.identifier.urihttp://hdl.handle.net/20.500.12188/2472-
dc.description.abstractThe influence of the shape and the dimensions of the cross section on the fire resistance of centrically loaded RC columns is presented in this paper. A set of columns with same cross-sectional area, same percentage of reinforcement and different column's side ratio: 30x30 cm, 25x36 cm, 20x45 cm and 60x15 cm (RC wall) are analyzed. Columns are exposed to ISO834 standard fire from all sides and all over the height. In order to define the influence of the load level on the fire resistance of the columns, the intensity of the axial compressive force was varied. For the analyzed series of columns, the fire resistance curves as function of the shape of the cross-section and the intensity of the axial compressive force was designed.en_US
dc.language.isoenen_US
dc.publisherDepartman za gradjevinarstvo i geodeziju, Fakultet tehnickih nauka, Novi Saden_US
dc.subjectRC columns, fire resistance, parametric analysis, fire resistance curvesen_US
dc.titleInfluence of the shape of the cross section and the axial force on the fire resistance of RC columnsen_US
dc.typeArticleen_US
dc.relation.conferenceScientific Conference: Planning, Design, Construction and Building Renewalen_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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