A simplified design method for estimating the fire performance of structural timber floors

The widespread use of structural timber in tall buildings is often inhibited because timber is a combustible material and is commonly perceived to behave poorly in fires. This research develops a simplified design approach for the fire performance of different types of prefabricated timber floors used in multi-storey buildings. The floor types under investigation include several different geometries of box-shaped and T-shaped timber floors made from Laminated Veneer Lumber (LVL). The investigations were carried out with numerical simulations and four experimental fire tests. A simplified design method to estimate the fire resistance of unprotected timber floor assemblies is proposed and calibrated against the numerical and experimental work. The method uses a bi-linear charring rate and the assumption of a zero strength layer in the timber. The method is compared to the experimental data from this research and others around the world, as well as charring rate methodologies from around the world