Please use this identifier to cite or link to this item:
http://hdl.handle.net/20.500.12188/2481| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Salihu, Fidan | en_US |
| dc.contributor.author | Plana, Fatos | en_US |
| dc.contributor.author | Cvetkovska, Meri | en_US |
| dc.contributor.author | Trombeva Gavriloska, Ana | en_US |
| dc.contributor.author | Lazarevska, Marijana | en_US |
| dc.date.accessioned | 2019-07-16T00:06:06Z | - |
| dc.date.available | 2019-07-16T00:06:06Z | - |
| dc.date.issued | 2017-09 | - |
| dc.identifier.uri | http://hdl.handle.net/20.500.12188/2481 | - |
| dc.description.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. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | Drustvo gradjevinskih konstruktera Srbije | en_US |
| dc.subject | RC slab, fire resistance, concrete cover thickness, steel ratio | en_US |
| dc.title | Fire resistance of one-way simply supported RC slabs | en_US |
| dc.type | Proceeding article | en_US |
| dc.relation.conference | ASES Symposium 2016, Association of Structural Engineers of Serbia | en_US |
| item.grantfulltext | open | - |
| item.fulltext | With Fulltext | - |
| crisitem.author.dept | Faculty of Civil Engineering | - |
| crisitem.author.dept | Faculty of Architecture | - |
| crisitem.author.dept | Faculty of Civil Engineering | - |
| Appears in Collections: | Faculty of Civil Engineering: Conference papers | |
Files in This Item:
| File | Size | Format | |
|---|---|---|---|
| DGKS 2016.pdf | 1.3 MB | Unknown | View/Open |
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