Design of circular steel arches with hollow circular cross-sections according to EC3

Dimopoulos, CA; Gantes, CJ

dc.contributor.author	Dimopoulos, CA	en
dc.contributor.author	Gantes, CJ	en
dc.date.accessioned	2014-03-01T01:28:07Z
dc.date.available	2014-03-01T01:28:07Z
dc.date.issued	2008	en
dc.identifier.issn	0143-974X	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/18718
dc.subject	Circular arches	en
dc.subject	Design	en
dc.subject	EC3	en
dc.subject	Fixed	en
dc.subject	Pin-ended	en
dc.subject	Steel	en
dc.subject	Strength	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Arch bridges	en
dc.subject.other	Iron	en
dc.subject.other	Steel	en
dc.subject.other	Circular cross-sections	en
dc.subject.other	Circular steels	en
dc.subject.other	Elsevier (CO)	en
dc.subject.other	interaction equations	en
dc.subject.other	Modification factors	en
dc.subject.other	Uniformly distributed	en
dc.subject.other	vertical loads	en
dc.subject.other	Arches	en
dc.title	Design of circular steel arches with hollow circular cross-sections according to EC3	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/j.jcsr.2007.09.009	en
heal.identifier.secondary	http://dx.doi.org/10.1016/j.jcsr.2007.09.009	en
heal.language	English	en
heal.publicationDate	2008	en
heal.abstract	Design of either pin-ended or fixed circular steel arches with hollow circular cross-sections subjected to a uniformly distributed vertical load along the horizontal projection of the entire arch with the aid of the EC3 provisions is discussed. Appropriate modification factors are proposed that should be included in EC3 interaction equations, to improve their accuracy for the design of such arches. (C) 2007 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/j.jcsr.2007.09.009	en
dc.identifier.isi	ISI:000258433600001	en
dc.identifier.volume	64	en
dc.identifier.issue	10	en
dc.identifier.spage	1077	en
dc.identifier.epage	1085	en