Three-dimensional static analysis,of a spatially loaded planar rigid-jointed plexus frame

Andriotaki-Panayotounakou, PD

dc.contributor.author	Andriotaki-Panayotounakou, PD	en
dc.date.accessioned	2014-03-01T01:41:17Z
dc.date.available	2014-03-01T01:41:17Z
dc.date.issued	1992	en
dc.identifier.issn	00457949	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/23449
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0027111109&partnerID=40&md5=c29e20d16a7325c2f4c043cac7b641e0	en
dc.subject.other	Computer aided analysis	en
dc.subject.other	Joints (structural components)	en
dc.subject.other	Numerical methods	en
dc.subject.other	Structural analysis	en
dc.subject.other	Plexus frames	en
dc.subject.other	Rigid joints	en
dc.subject.other	Static analysis	en
dc.subject.other	Three dimensional analysis	en
dc.subject.other	Structural frames	en
dc.title	Three-dimensional static analysis,of a spatially loaded planar rigid-jointed plexus frame	en
heal.type	journalArticle	en
heal.publicationDate	1992	en
heal.abstract	An exact matrix solution for the static analysis of a multi-storey and multi-column rectangular rigid-jointed plexus frame, subjected to a general spatial loading, is presented. Since the obtained closed-form formulae, giving all the structure redundants, include matrices of maximum dimensions mn × mn (where m = number of storeys and n = number of columns), the proposed methodology is more convenient compared to other existing methods, because it requires less memory space and computer coding. Also, a numerical application demonstrates the correctness and the potentialities of the method. In addition, this solution technique may become a useful guideline for the further investigation of three-dimensional frame structures. © 1992.	en
heal.journalName	Computers and Structures	en
dc.identifier.volume	45	en
dc.identifier.issue	5-6	en
dc.identifier.spage	1019	en
dc.identifier.epage	1031	en