Please use this identifier to cite or link to this item: http://hdl.handle.net/20.500.12188/2384
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dc.contributor.authorCvetkovska, Merien_US
dc.contributor.authorMilanovic, Milivojeen_US
dc.contributor.authorLazarevska, Marijanaen_US
dc.contributor.authorTrombeva Gavriloska, Anaen_US
dc.date.accessioned2019-07-01T12:31:44Z-
dc.date.available2019-07-01T12:31:44Z-
dc.date.issued2016-01-18-
dc.identifier.urihttp://hdl.handle.net/20.500.12188/2384-
dc.description.abstract<jats:p><p>This paper presents the numerically achieved results for the fire resistance of several types of floor structures which are mostly used in our residential and rural buildings and in same time fulfil the energy efficient criteria, as: semi-prefabricated reinforced concrete slabs system FERT and STIRODOM (with infill of extruded polystyrene -XPS), timber-concrete composite floor structure and traditional timber floor structure. The solid RC slab was analysed only for comparison. Using the computer programs SAFIR, the effect of the intensity of the permanent and variable actions and the effect of the thermal isolation on the fire resistance of simply supported slabs were analyzed. The fire resistance was defined with respect to the criteria of usability of the structures in fire conditions, according to Eurocodes and the standards in force.</p></jats:p>en_US
dc.publisherCzech Technical University in Prague - Central Libraryen_US
dc.relation.ispartofApplications of Structural Fire Engineeringen_US
dc.titleFIRE RESISTANCE OF ENERGY EFFICIENT FLOOR STRUCTURESen_US
dc.identifier.doi10.14311/asfe.2015.070-
dc.identifier.urlhttps://ojs.cvut.cz/ojs/index.php/asfe/article/viewFile/3378/3140-
dc.identifier.urlhttps://ojs.cvut.cz/ojs/index.php/asfe/article/download/3378/3140-
item.grantfulltextopen-
item.fulltextWith 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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