Analysis of multistorey building under Fire Loading

Abstract

Under the implementation of the normal and parametric temperature-time fire curves, much of the new understanding of construction time fire curves activity in fire is run. Project fires are based on experiments on a small scale and uniformly idealize the thermal environment. So, their applicability to wide enclosures has major limitations. This research examines the structural-thermal response of a 10-story RCC. RCC is a mixture of reinforcement and concrete and is used in different kinds of construction work. Reinforcement concrete structure widely used around the world. In this study 10 story  RCC structure is modelled in the 3D AutoCAD and thermal analysis done in Finite element software ANSYS. In this findings show that, depending on the fire, the structural response uses different materials and does not spread and does not as long as the fire is concentrated on a single floor, it changes dramatically due to the location of the fire. This paper illustrates the comparison and study of structural behavior changes using the AAC Block and Brick Wall of Flames.