Static analysis of circular continuous beams on n-supports of known or elastic deflections

Andriotaki, PN; Panayotounakos, DE

dc.contributor.author	Andriotaki, PN	en
dc.contributor.author	Panayotounakos, DE	en
dc.date.accessioned	2014-03-01T01:06:40Z
dc.date.available	2014-03-01T01:06:40Z
dc.date.issued	1986	en
dc.identifier.issn	0045-7949	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9553
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-46149141796&partnerID=40&md5=08ba6ccaf8c0c1fe8315dfe33e89f096	en
dc.subject.classification	Computer Science, Interdisciplinary Applications	en
dc.subject.classification	Engineering, Civil	en
dc.title	Static analysis of circular continuous beams on n-supports of known or elastic deflections	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1986	en
heal.abstract	In this paper, based on the principle of virtual work, an elasticity solution for planar circular continuous beams on n-supports of known or elastic deflections is presented. The loading consists of concentrated and uniformly distributed forces and couples, normal to the plane of the beam. The influences of shearing forces and torsional moments are also included in the analysis. The problem is associated with two [( n - 3) 2] × 1 vectorial equations (independent of each other) with respect to the structure redundants (torsional and bending moments of the supports of odd order). The aforementioned solution methodology is successfully demonstrated through several numerical results. © 1986.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	Computers and Structures	en
dc.identifier.isi	ISI:A1986D935100007	en
dc.identifier.volume	24	en
dc.identifier.issue	1	en
dc.identifier.spage	71	en
dc.identifier.epage	85	en