Calculation of the fire resistance of steel hollow structural section columns filled with plain concrete

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DOIResolve DOI: http://doi.org/10.1139/l94-041
AuthorSearch for: ; Search for:
TypeArticle
Journal titleCanadian Journal of Civil Engineering
ISSN0315-1468
Volume21
Issue3
Pages382385; # of pages: 4
SubjectFire; Cement and Concrete; Concrete columns; Feu; Bétons
AbstractExperimental studies were conducted to determine the fire resistance of circular and square hollow structural section columns filled with plain concrete. Mathematical models were developed and used to investigate the influence of important parameters that determine the fire resistance of these columns. The experimental and parametric studies provide information for the development of formulas for the calculation of the fire resistance of circular and square concentrically loaded columns filled with plain carbonate or siliceous aggregate concrete. Such formulas are suitable for incorporation into building codes.
Publication date
LanguageEnglish
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
IdentifierIRC-P-3357
NRC number36110
4739
NPARC number20359055
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Record identifier3570be6b-2863-4583-a42d-b12b304e0487
Record created2012-07-20
Record modified2016-05-09
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