Parametric Analysis of a Steel Frame under Fire Loading Using Monte Carlo Simulation

In this paper, the parametric analysis of thermal and structural response a two-storey, single-zone steel frame building on fire is made considering different parameters Monte Carlo simulation used to generate random variables for opening factor, compartment area finally beam flange thickness. Using parameter generated, sequential mechanical was conducted using finite element software ABAQUS. The first step heat transfer analysis, followed by analysis. effect structure studied.