Post-Northridge connection with modified beam end configuration to enhance strength and ductility

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dc.contributor.author	Hedayat, Amir A.
dc.contributor.author	Çelikağ, Mürüde
dc.date.accessioned	2016-10-11T05:35:28Z
dc.date.available	2016-10-11T05:35:28Z
dc.date.issued	2009
dc.identifier.issn	0143-974X (print)
dc.identifier.uri	http://dx.doi.org/10.1016/j.jcsr.2009.03.007
dc.identifier.uri	http://hdl.handle.net/11129/3008
dc.description	Due to copyright restrictions, the access to the publisher version (published version) of this article is only available via subscription. You may click URI and have access to the Publisher Version of this article through the publisher web site or online databases, if your Library or institution has subscription to the related journal or publication.	en_US
dc.description.abstract	In order to enhance the strength and ductility of post-Northridge connections with beam depths varying from 450 mm to 912 mm, two parallel horizontal long voids were opened on their beams web. Results showed that the proposed beam end configuration (BEC) is effective in moving the plastic hinge away from the column face. Adding web stiffeners and two tubes at the center of voids were effective in preventing excessive beam flange/web buckling. Based on the analytical results a step by step design procedure is proposed to determine the most suitable geometry for the BEC to achieve adequate connection strength and ductility.	en_US
dc.language.iso	eng	en_US
dc.publisher	Elsevier	en_US
dc.relation.isversionof	10.1016/j.jcsr.2009.03.007	en_US
dc.rights	info:eu-repo/semantics/closedAccess	en_US
dc.subject	Ductility Strength	en_US
dc.subject	Panel zone	en_US
dc.subject	Post-Northridge connection	en_US
dc.title	Post-Northridge connection with modified beam end configuration to enhance strength and ductility	en_US
dc.type	article	en_US
dc.relation.journal	Journal Of Constructional Steel Research	en_US
dc.contributor.department	Eastern Mediterranean University, Faculty of Engineering, Department of Civil Engineering	en_US
dc.contributor.authorID	TR220258	en_US
dc.identifier.volume	65	en_US
dc.identifier.issue	7	en_US
dc.identifier.startpage	1413	en_US
dc.identifier.endpage	1430	en_US