Language selection

Government of Canada / Gouvernement du Canada

Search

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

From National Research Council Canada

Download
  1. (PDF, 567 KiB)
DOIResolve DOI: https://doi.org/10.4224/40001539
AuthorSearch for: 1; Search for:
Affiliation
  1. National Research Council of Canada
FormatText, Article
SubjectConcrete columns; fire; cement and concrete
Abstract
Experimental 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
PublisherNational Research Council of Canada. Institute for Research in Construction
Series
  • Paper (National Research Council of Canada. Institute for Research in Construction), no. IRC-P-3357 (1994).
Original
  • Lie, T. T., and D. C. Stringer. ‘Calculation of the Fire Resistance of Steel Hollow Structural Section Columns Filled with Plain Concrete’. Canadian Journal of Civil Engineering 21, no. 3 (1 June 1994): 382–85. .
NoteReprinted from: Canadian Journal of Civil Engineering, v. 21, no. 3, 1994, p. 382-385. ISSN: 0315-1468, DOI: 10.1139/l94-041
LanguageEnglish
Peer reviewedYes
NRC numberNRCC 36110
NRC-IRC-4739
NPARC number20359055
Export citationExport as RIS
Report a correctionReport a correction (opens in a new tab)
Record identifier3570be6b-2863-4583-a42d-b12b304e0487
Record created2012-07-20
Record modified2022-12-19
Date modified: