Research Article
Sep 1979
Collapse Temperature of Steel Structures
Author: Joël KruppaAuthor Affiliations
Publication: Journal of the Structural Division
Volume 105, Issue 9
Abstract
French fire safety rules allow the theoretical proof of fire stability of structures. The CTICM established a method which includes two parts: critical temperature calculation; and heating calculation. The first part, based on plastic design, is the subject of this paper. Comparisons are given between experimental critical temperature and calculated temperature, for statically determined and undetermined beams with variable condition of heating. The problem of restrained expansion of columns is also considered.
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Published In
Journal of the Structural Division
Volume 105 • Issue 9 • September 1979
Pages: 1769 - 1788
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Sep 1979
Published online: Feb 1, 2021
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Authors
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Joël Kruppa
Fire Research Engr., Dept. “Etudes”, Centre Technique Industriel de la Construction Metallique, Puteaux, France
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.