@article{Džadić_2021, title={FIRE RESISTANCE OF REINFORCED CONCRETE SLABS ACCORDING TO EC2 AND BRANZ TR8}, volume={1}, url={https://doisrpska.nub.rs/index.php/STPG/article/view/4713}, DOI={10.7251/STP1813562D}, abstractNote={<p>Concrete elements are practically an integral part of every construction project and<br />building. They have significantly higher fire resistance in comparison to elements made<br />of other construction materials. However, RC slabs are the most sensitive concrete<br />elements to the effects of fire when compared to all the other reinforced concrete elements.<br />Therefore, this research focuses on determining the fire resistance of RC slabs using<br />Method for determining fire resistance of slabs BAS EN 1992-1-2:2017, Eurocode 2,<br />Design of concrete structures, Part 1-2: Structural fire design (Tabulated Data) and<br />BRANZ Technical recommendation No. 8 – Method for Fire Engineering Design of<br />Structural Concrete Beams and Floor Systems. A fire action to RC slabs is modeled using<br />standard fire ISO 834-1 (BAS EN 1991-1-2:2015). This research considers determining<br />fire resistance of simply supported RC slabs of different spans and different depths with<br />variations of concrete cover.</p>}, number={13}, journal={International conference on Contemporary Theory and Practice in Construction / Међународна конференција Савремена теорија и пракса у градитељству }, author={Džadić, Sanin}, year={2021}, month={Oct.} }