On the rotation capacity of moment connections

Beg, D; Zupancic, E; Vayas, I

dc.contributor.author	Beg, D	en
dc.contributor.author	Zupancic, E	en
dc.contributor.author	Vayas, I	en
dc.date.accessioned	2014-03-01T01:21:10Z
dc.date.available	2014-03-01T01:21:10Z
dc.date.issued	2004	en
dc.identifier.issn	0143-974X	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/16117
dc.subject	Component method	en
dc.subject	Joints	en
dc.subject	Moment connections	en
dc.subject	Rotation capacity	en
dc.subject	Steel structures	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Computer simulation	en
dc.subject.other	Deformation	en
dc.subject.other	Joints (structural components)	en
dc.subject.other	Deformation capacity	en
dc.subject.other	Rotation	en
dc.subject.other	rotation	en
dc.subject.other	structural joint	en
dc.title	On the rotation capacity of moment connections	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/S0143-974X(03)00132-9	en
heal.identifier.secondary	http://dx.doi.org/10.1016/S0143-974X(03)00132-9	en
heal.language	English	en
heal.publicationDate	2004	en
heal.abstract	The paper presents an analytical method for the determination of the rotation capacity of moment connections, based on the component method from prEN 1993-1-8. From test results and numerical simulations, simple analytical expressions for the deformation capacity of the components are derived. These values are subsequently used for the determination of the rotation capacity of the complete joint. Comparisons with tests on whole joints indicate a good agreement between analytical and experimental results. The method is fully consistent with the present rules of prEN 1993-1-8 and extends them to the numerical estimation of the rotation capacity. (C) 2003 Elsevier Ltd. All rights reserved.	en
heal.publisher	ELSEVIER SCI LTD	en
heal.journalName	Journal of Constructional Steel Research	en
dc.identifier.doi	10.1016/S0143-974X(03)00132-9	en
dc.identifier.isi	ISI:000188738500018	en
dc.identifier.volume	60	en
dc.identifier.issue	3-5	en
dc.identifier.spage	601	en
dc.identifier.epage	620	en