ABSTRACT
This paper outlines recent developments in modeling complete building structures in fire and highlights areas where future research is particularly needed. Issues which are specifically addressed include the interaction between the slab and skeletal frame, and the structural connections between beams and columns. The case is argued for improved understanding of how slabs behave as they approach failure, and the performance of novel long span beam types at full scale. The behaviour of joints is discussed and the principles of a component based approach to account for the large number of variables involved are explained. Some indicative studies are also outlined for reinforced concrete framed buildings.
