Owing to its high thermal conductivity, exposed structural steel will increase in temperature very quickly during a fire, losing strength and stiffness. Designers must ensure that steel-framed buildings maintain sufficient stability, for a reasonable period of time, should a fire occur. A number of design approaches are available, of varying complexity, to ensure adequate fire safety. This paper explains the available design methods, including recent innovative approaches, ranging from the simple prescriptive approach of ‘blindly’ covering all exposed areas of steel with fire protection to carrying out a performance-based approach where the likely fire severity, heat transfer and structural response are considered. The advantages and disadvantages are summarised for each of the design methods described, allowing the optimum solution for individual projects to be determined.
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February 2006
Research Article|
February 01 2006
Advances in fire engineering design of steel structures
C. G. Bailey, PhD, CEng, MIStructE, MIFireE
C. G. Bailey, PhD, CEng, MIStructE, MIFireE
Professor of Structural Engineering
School of Mechanical, Aerospace and Civil Engineering, The University of Manchester
UK
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Publisher: Emerald Publishing
Received:
October 20 2004
Accepted:
June 20 2005
Online ISSN: 1751-7702
Print ISSN: 0965-0911
© 2006 Thomas Telford Ltd
2006
Proceedings of the Institution of Civil Engineers - Structures and Buildings (2006) 159 (1): 21–35.
Article history
Received:
October 20 2004
Accepted:
June 20 2005
Citation
Bailey CG (2006), "Advances in fire engineering design of steel structures". Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol. 159 No. 1 pp. 21–35, doi: https://doi.org/10.1680/stbu.2006.159.1.21
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