Factors affecting the fire resistance of square hollow steel columns filled with plain concrete

Download	View final version: Factors affecting the fire resistance of square hollow steel columns filled with plain concrete (PDF, 1.4 MiB)
DOI	Resolve DOI: https://doi.org/10.4224/20375209
Author	Search for: Lie, T. T.¹; Search for: Dawod, I.
Affiliation	National Research Council of Canada. NRC Institute for Research in Construction
Format	Text, Technical Report
Physical description	25 p.
Subject	Concrete columns
Abstract	Experimental and theoretial studies have been carried out to predict the fire resistance of hollow steel sections filled with various concretes. This report deals with square steel columns filled with plain concrete. Using a computer program, the influence of the various study variables on the fire resistance of these columns, namely, column section size, steel wall thickness, load, effective length of the column, concrete strength and type of aggregate, were investigated. The results are described and the influence of the various study variables is discussed.
Publication date	1992-08
Publisher	National Research Council of Canada
Series	Internal Report (National Research Council of Canada. Institute for Research in Construction), no. IRC-IR-633.
Language	English
Peer reviewed	No
NRC number	NRC-IRC-3465
NPARC number	20375209
Export citation	Export as RIS
Report a correction	Report a correction (opens in a new tab)
Record identifier	f529829c-757e-43cd-a871-d672792c8da6
Record created	2012-07-23
Record modified	2023-01-05