Conference
Fires being the cause of collapse of steel frame office buildings
Abstract
The purpose of our submission is to investigate the extent to which present-day design of steel framed buildings are susceptible to total collapse when subjected to extreme fire events. We select a 50 storey structure in which 2 and 4 adjacent storeys located at different above-ground heights are, in separate scenarios, engulfed in raging fires. A total of 8 scenarios are analyzed, employing Newtonian mechanics and realistic energy dissipating …
Authors
Korol RM; Heerema P; Sivakumaran KS
Pagination
pp. 369-378
Publication Date
January 1, 2018
Conference proceedings
6th International Structural Specialty Conference 2018 Held as Part of the Canadian Society for Civil Engineering Annual Conference 2018