Inelastic Analysis of Composite Beams with Partial Connection

Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/7378

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DC Field	Value	Language
dc.contributor.advisor	Robinson, H.	en_US
dc.contributor.author	Ma, Ping Kock	en_US
dc.date.accessioned	2014-06-18T16:39:09Z	-
dc.date.available	2014-06-18T16:39:09Z	-
dc.date.created	2010-07-10	en_US
dc.date.issued	1973-10	en_US
dc.identifier.other	opendissertations/2657	en_US
dc.identifier.other	3543	en_US
dc.identifier.other	1389600	en_US
dc.identifier.uri	http://hdl.handle.net/11375/7378	-
dc.description.abstract	<p>The project aims at developing a method to be used for the inelastic analysis of single span composite beams. As an integral part of the project, a computer program is also presented, which works for both shored and unshored beams with or without cover plate for symmetrical loading cases. After successful testing of the program against experimental results, computations were performed to determine the lower limit to the degree of partial connection permissible in practical composite beams.</p>	en_US
dc.subject	Civil Engineering	en_US
dc.subject	Engineering Mechanics	en_US
dc.subject	Civil Engineering	en_US
dc.title	Inelastic Analysis of Composite Beams with Partial Connection	en_US
dc.type	thesis	en_US
dc.contributor.department	Civil Engineering and Engineering Mechanics	en_US
dc.description.degree	Master of Engineering (ME)	en_US
Appears in Collections:	Open Access Dissertations and Theses

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