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Developments in design methodologies and practices for structures in fire has for the last decade focussed on the horizontal stability of structures in fire. In this field there have been a number of developments of significance including the acceptance of membrane action as a viable load carrying mechanism under the large vertical displacements of floor systems which often occur during a fire. This research has focussed on two scenarios -simply supported floor systems and laterally restraineddoi:10.3801/iafss.fss.9-1291 fatcat:iohd37uinrdinm7u2vu7hkyrbe