A procedure to calculate fire resistance of structural members

From National Research Council Canada

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DOI	Resolve DOI: https://doi.org/10.4224/40001720
Author	Search for: Lie, T. T.¹
Affiliation	National Research Council of Canada
Format	Text, Article
Subject	Concrete columns; fire resistance tests; structural members; mathematical models; fire resistance; mathematical model; temperature, deformations, strength calculations
Abstract	Progress in the field of theoretical prediction of fire resistance has been rapid in recent years. A procedure has been developed at the National Research Council of Canada for calculation of the fire resistance of structural members. The various steps in the construction of a mathematical model to calculate temperatures, deformations and strength are shown using as an example the calculation of the fire resistance of a cylindrical tubular steel column filled with concrete. A comparison of results calculated using the model with those of a fire test is also discussed.
Publication date	1984-03
Publisher	National Research Council of Canada. Division of Building Research
Series	Paper (National Research Council of Canada. Division of Building Research), no. DBR-P-1214 (March 1984).
Other format	Lie, T. T. ‘A Procedure to Calculate Fire Resistance of Structural Members’. Fire and Materials 8, no. 1 (March 1984): 40–48. https://doi.org/10.1002/fam.810080108.
Note	Reprinted from: Fire and Materials, v. 8, no. 1, 1984, p. 40-48. ISSN: 0308-0501. DOI: 10.1002/fam.810080108
Language	English
Peer reviewed	Yes
NRC number	NRCC 23574 NRC-IRC-3147
NPARC number	20358622
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Record identifier	4914c0fb-be73-4f0f-b343-b26a95fb1244
Record created	2012-07-20
Record modified	2024-03-22

Date modified:: 2024-07-26