An Experimental Investigation of Unequal Width HSS Moment Connections for Vierendeel Trusses

Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/10399

Full metadata record

DC Field	Value	Language
dc.contributor.advisor	Korol, R. M.	en_US
dc.contributor.author	Brady, James Francis	en_US
dc.date.accessioned	2014-06-18T16:51:11Z	-
dc.date.available	2014-06-18T16:51:11Z	-
dc.date.created	2009-06-12	en_US
dc.date.issued	1974	en_US
dc.identifier.other	opendissertations/545	en_US
dc.identifier.other	1069	en_US
dc.identifier.other	869419	en_US
dc.identifier.uri	http://hdl.handle.net/11375/10399	-
dc.description.abstract	<p>A research programme is presented in which 14 HSS Vierendeel joints were tested. The specimens tested were all unequal width connections and two distinct b/h values were used (0.60 and 0.83). Four specimens were unreinforced while the remaining ten had three distinct reinforcement types. These were branch member flange stiffening plates, chord member top flange stiffeners and branch member offcut haunches.</p> <p>Each specimen was loaded to failure and load-deflection and moment-rotation curves were plotted. In addition, the joint modulus (J) for each joint type was calculated.</p>	en_US
dc.subject	Civil Engineering	en_US
dc.subject	Civil Engineering	en_US
dc.title	An Experimental Investigation of Unequal Width HSS Moment Connections for Vierendeel Trusses	en_US
dc.type	thesis	en_US
dc.contributor.department	Civil Engineering	en_US
dc.description.degree	Master of Engineering (ME)	en_US
Appears in Collections:	Open Access Dissertations and Theses

Files in This Item:

File	Size	Format
fulltext.pdf Open Access	1.93 MB	Adobe PDF	View/Open