Slope-deflection method and bending of tapered bars under stepped loads

Ermopoulos, JCh

dc.contributor.author	Ermopoulos, JCh	en
dc.date.accessioned	2014-03-01T01:07:16Z
dc.date.available	2014-03-01T01:07:16Z
dc.date.issued	1988	en
dc.identifier.issn	0143-974X	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9893
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Steel Structures	en
dc.subject.other	Steel--Structural	en
dc.subject.other	Structural Frames	en
dc.subject.other	Compressed Bars Bending	en
dc.subject.other	Scope Deflection Method	en
dc.subject.other	Steel Structures	en
dc.subject.other	Stiffness	en
dc.subject.other	Tapered Bars	en
dc.subject.other	Bars	en
dc.title	Slope-deflection method and bending of tapered bars under stepped loads	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0143-974X(88)90047-8	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0143-974X(88)90047-8	en
heal.language	English	en
heal.publicationDate	1988	en
heal.abstract	The equations of the slope-deflection method for tapered bars compressed by concentrated loads applied at various locations along their axes are formulated, and analytical expressions of stiffness and carry-over factors are obtained. The variation law for the moment of inertia chosen covers mainly members of steel structures. For the same compressed bars considered with fixed ends or fixed-hinged ends, the analytical expressions of the multiplication factors of the fundamental bending moments due to transverse loads (distributed or concentrated) are established. Utilizing all these factors, varying stiffness members are introduced as whole linear elements to the equilibrium equations of plane or space frames, and there is no need to divide them into smaller parts. © 1988.	en
heal.publisher	ELSEVIER SCI LTD	en
heal.journalName	Journal of Constructional Steel Research	en
dc.identifier.doi	10.1016/0143-974X(88)90047-8	en
dc.identifier.isi	ISI:A1988Q862300003	en
dc.identifier.volume	11	en
dc.identifier.issue	2	en
dc.identifier.spage	121	en
dc.identifier.epage	141	en