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- Publisher
- Emerald Publishing
- Copyright
- © Emerald Publishing Limited
- ISSN
- 2040-2317
- DOI
- 10.1108/jsfe-12-2017-0047
- Publisher site
- See Article on Publisher Site
Abstract
Progressive collapse because of high temperatures arising from an explosion, vehicle impact or fire is an important issue for structural failure in high-rise buildings.Design/methodology/approachThe present study, using ABAQUS software for the analysis, investigated the progressive collapse of a two-dimensional, three-bay, four-storey steel frame structure from high-temperature stresses.FindingsAfter structure reaches the temperature results like displacement, stress axial load and shear force are discussed.Research limitations/implicationsDifferent temperatures were applied to the columns at different heights of a structure framed with various materials. Progressive collapse load combinations were also applied as per general service administration guidelines.Originality/valueThis study covered both steady-state and transient-state conditions of a multistorey-frame building subjected to a rise in temperature in the corner columns and intermediate columns. The columns in the framed structure were subjected to high temperatures at different heights, and the resulting displacements, stresses and axial loads were obtained, analysed and discussed.
Journal
Journal of Structural Fire Engineering – Emerald Publishing
Published: Feb 28, 2019
Keywords: Displacement; Shear; Flux; Non-linear analysis; GSA guidelines