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http://hdl.handle.net/20.500.12188/2481| Title: | Fire resistance of one-way simply supported RC slabs | Authors: | Salihu, Fidan Plana, Fatos Cvetkovska, Meri Trombeva Gavriloska, Ana Lazarevska, Marijana |
Keywords: | RC slab, fire resistance, concrete cover thickness, steel ratio | Issue Date: | Sep-2017 | Publisher: | Drustvo gradjevinskih konstruktera Srbije | Conference: | ASES Symposium 2016, Association of Structural Engineers of Serbia | Abstract: | This paper presents the numerically achieved results for the fire resistance of one-way simply supported RC slabs. The effects of: concrete cover thickness, reinforcement ratio, slab span and thickness were analyzed. The fire resistance of the RC slabs was defined by 'ultimate strength design' criteria as used in all modern concrete design codes. Results obtained from 'simplified' calculation method, described in Eurocode 2 part 1.2, and by using the software FIRE are presented and compared in this paper. | URI: | http://hdl.handle.net/20.500.12188/2481 |
| Appears in Collections: | Faculty of Civil Engineering: Conference papers |
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| File | Size | Format | |
|---|---|---|---|
| DGKS 2016.pdf | 1.3 MB | Unknown | View/Open |
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