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Fire Safety Journal 36 (2001) 721 744 Fundamental principles of structural behaviourunder thermal Usmani*, Rotter, S. Lamont, Sanad, M. GillieSchool of Civil and Environmental Engineering, University of Edinburgh, Crew Building,The King s Buildings, Edinburgh EH9 3JN, UKReceived 10 July 2000; received in revised form 15 December 2000; accepted 22 March 2001 AbstractThis paper presents theoretical descriptions of the key phenomena that govern thebehaviour of composite framed structures in fire. These descriptions have been developed inparallel with large scale computational work undertaken as a part of a research project (TheDETR-PIT Project, Behaviour of steel framed structures under fire conditions) to model thefull-scale fire tests on a composite steel framed structure at Cardington (UK). Behaviour ofcomposite structures in fire has long been understood to be dominated by the effects ofstrength loss caused by thermal degradation, and that large deflections and runaway resultingfrom the action of imposed loading on a weakened structure.
Most situations in real structures under fire have a complex mix of mechanical strains due to applied loading and mechanical strains due to restrained thermal
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