Assessment of the Fire Resistance of Steel Hollow Structural Section Columns Filled with Plain Concrete

  1. (PDF, 638 KB)
DOIResolve DOI:
AuthorSearch for: ; Search for:
TypeTechnical Report
Series titleInternal Report (National Research Council Canada. Institute for Research in Construction); no. IRC-IR-644
Physical description12 p.
SubjectFire; Fire Resistance; Cement and Concrete; Concrete columns; Feu; Résistance au 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 in building codes.
Publication date
PublisherNational Research Council Canada
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
NRC numberNRC-IRC-4623
NPARC number20359246
Export citationExport as RIS
Report a correctionReport a correction
Record identifier2ceb3947-4e21-4765-8430-b9e92c366e35
Record created2012-07-20
Record modified2017-06-14
Bookmark and share
  • Share this page with Facebook (Opens in a new window)
  • Share this page with Twitter (Opens in a new window)
  • Share this page with Google+ (Opens in a new window)
  • Share this page with Delicious (Opens in a new window)
Date modified: