Fire resistance of reinforced concrete columns

From National Research Council Canada

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DOI	Resolve DOI: https://doi.org/10.4224/40003100
Author	Search for: Lie, T. T.¹; Search for: Lin, T. D.¹; Search for: Allen, David E (Dave)¹; Search for: Abrams, M. S.¹
Affiliation	National Research Council of Canada
Format	Text, Article
Physical description	56 p.
Subject	Walls; Concrete columns; reinforced concrete; fire resistance; posts (structures); design criteria; fire resistance data; fire resistance calculation methods; concrete walls
Abstract	The fire resistance of square, reinforced concrete columns has been studied under both standard fire test conditions and under conditions that more closely resemble those encountered in practice, including column-structure interaction effects and realistic fire conditions. Based on calculated results, simple design rules are given for the fire resistance as a function of type of aggregate, column size, cover thickness to steel, amount of steel, design safety factor and equivalent buckling strength.
Publication date	1984-02
Publisher	National Research Council of Canada. Division of Building Research
Series	Paper (National Research Council of Canada. Division of Building Research), no. DBR-P-1167 (February 1984).
Language	English
Peer reviewed	No
NRC number	NRCC 23065 NRC-IRC-3146
NPARC number	20358770
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Record identifier	2c8ccd74-3c6e-437f-982c-78f2970ef1a4
Record created	2012-07-20
Record modified	2023-07-14

Date modified:: 2024-07-22