The fire endurance of reinforced concrete structures

Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/14471

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DC Field	Value	Language
dc.contributor.author	Vickers, Edward F	en_US
dc.date.accessioned	2014-06-18T18:13:25Z	-
dc.date.available	2014-06-18T18:13:25Z	-
dc.date.created	2011-03-16	en_US
dc.date.issued	1974	en_US
dc.identifier.other	ee4bi6/67	en_US
dc.identifier.other	1066	en_US
dc.identifier.other	1881035	en_US
dc.identifier.uri	http://hdl.handle.net/11375/14471	-
dc.description.abstract	<p>The material behaviour of concrete at elevated temperatures has been investigated. A series of tests was performed to verify and add to information available in the literature. This information has been used to model the behaviour of pinned end columns and the behaviour of columns in a building frame when subjected to fire exposure. A computer program was written to analyze rigid frames. This program employs an iterative procedure to approximate the inelastic behaviour of the frame.</p>	en_US
dc.subject	Engineering	en_US
dc.subject	Engineering	en_US
dc.title	The fire endurance of reinforced concrete structures	en_US
dc.type	capstone	en_US
Appears in Collections:	EE 4BI6 Electrical Engineering Biomedical Capstones

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