Beam-columns of varying cross section under lateral harmonic loads

Kounadis, AN

dc.contributor.author	Kounadis, AN	en
dc.date.accessioned	2014-03-01T01:05:32Z
dc.date.available	2014-03-01T01:05:32Z
dc.date.issued	1975	en
dc.identifier.issn	0020-1154	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/8870
dc.subject.classification	Engineering, Multidisciplinary	en
dc.subject.classification	Mechanics	en
dc.subject.other	COLUMNS - Stresses	en
dc.subject.other	BEAMS AND GIRDERS	en
dc.title	Beam-columns of varying cross section under lateral harmonic loads	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF00534795	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF00534795	en
heal.language	English	en
heal.publicationDate	1975	en
heal.abstract	An exact closed-form solution of the governing equations for transverse vibrations of a beamcolumn of stepwise varying cross section, subjected to lateral harmonic loads is presented in this paper. The solution includes the effects of rotatory inertia and shear-deformation. Simple formulas for calculating the dynamic flexibility matrix of the beam-column, its deflections, moments and shearing forces at the ends of each of its segments are established without having to determine the natural frequencies of the beam. However, the latter can be readily determined by numerical solution of the frequency equation. © 1975 Springer-Verlag.	en
heal.publisher	Springer-Verlag	en
heal.journalName	Ingenieur-Archiv	en
dc.identifier.doi	10.1007/BF00534795	en
dc.identifier.isi	ISI:A1975W311500005	en
dc.identifier.volume	44	en
dc.identifier.issue	1	en
dc.identifier.spage	43	en
dc.identifier.epage	51	en