Stability analysis and interaction surfaces of frames carrying crane girders

Ermopoulos, JCh; Ioannidis, SS

dc.contributor.author	Ermopoulos, JCh	en
dc.contributor.author	Ioannidis, SS	en
dc.date.accessioned	2014-03-01T01:07:40Z
dc.date.available	2014-03-01T01:07:40Z
dc.date.issued	1989	en
dc.identifier.issn	0143-974X	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/10103
dc.subject	Stability Analysis	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Beams and Girders--Steel	en
dc.subject.other	Cranes	en
dc.subject.other	Elasticity--Analysis	en
dc.subject.other	Structural Analysis	en
dc.subject.other	Structural Design	en
dc.subject.other	Crane Girders	en
dc.subject.other	Interaction Surfaces	en
dc.subject.other	Stability Analysis	en
dc.subject.other	Structural Frames	en
dc.title	Stability analysis and interaction surfaces of frames carrying crane girders	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0143-974X(89)90072-2	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0143-974X(89)90072-2	en
heal.language	English	en
heal.publicationDate	1989	en
heal.abstract	The equilibrium equations of a frame, in the deformed state, with either hinged or fixed supports, carrying a crane girder, are established. The elastic critical combinations of a concentrated (travelling) and a uniform loading are calculated for the geometrical characteristics that are most often encountered, and the corresponding three-dimensional diagrams presenting the interaction surfaces are plotted. In order to minimize the time needed to calculate the frame's elastic critical loads, a simple but very reliable formula is proposed. © 1990.	en
heal.publisher	ELSEVIER SCI LTD	en
heal.journalName	Journal of Constructional Steel Research	en
dc.identifier.doi	10.1016/0143-974X(89)90072-2	en
dc.identifier.isi	ISI:A1989CT34600002	en
dc.identifier.volume	14	en
dc.identifier.issue	3	en
dc.identifier.spage	181	en
dc.identifier.epage	195	en