Structural Fire Loads in a Modern Tall Building Design

摘要

1. Simple approximate analytical solutions of structural fire load have been developed for slow, medium, fast and very fast fire conditions. 2. The flash-over points are established for medium and fast fire conditions. 3. The structural fire loads have static and dynamic components in structural analysis. 4. All analytical solutions are obtained using the dimensionless functions and parameters; therefore it can be applied to any real life sizes of fire compartments. 5. Dynamic effect on structural systems is very important in case of "very fast" and "fast" growth fire rates.