Research Article
Jul 1975
Effects of Elevated Temperature on Structural Members
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 101, Issue 7
Abstract
The important factors which influence the behavior and strength of structural members, both steel and concrete, at elevated temperatures are examined. The characteristics of fires, the variables that influence the temperature magnitude and distribution in a fire, standard fire test methods for structural members, and material properties of steel and concrete at elevated temperature are reviewed. The study is limited to the published information available and no attempt has been made to evaluate current design principles or to establish a rational basis of design for the safe use of structural members for elevated temperature applications. The paper concludes with an extensive list of references dealing with various aspects of the problem.
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Information & Authors
Information
Published In
Journal of the Structural Division
Volume 101 • Issue 7 • July 1975
Pages: 1531 - 1549
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Jul 1975
Published online: Feb 1, 2021
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Authors
Affiliations
Tasnim Uddin, AM.ASCE
Struct. Engr., Coral Gables, Fla.
Charles G. Culver, M.ASCE
Disaster Research Program Coordinator, Center for Building Tech., National Bureau of Standards, Washington, D.C.
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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.