Evaluation of Fire Resistance Performance and Temperature Distribution by Depth of Reinforced Concrete Slab Subjected to Fire

The yield or ultimate strength of a structure can be deteriorated by fire, leading to structural collapse. Temperature estimation has been studied in concrete members identify the internal temperature distribution reinforced at high temperatures. While foreign standards such as ACI 216 and Eurocode exist, no domestic have not established for fire-resistant designs (temperature components, reduction factor). This study discussed comparison slab using methods Hertz, Wickstrőm, Kodur, Eurocode, 216.1 analyzed differences from actual experiments comparing experiments, standards, existing studies.