Structural analysis of a one-storey multicolumn cylindrical frame

Andriotaki-Panayotounakou, PD

dc.contributor.author	Andriotaki-Panayotounakou, PD	en
dc.date.accessioned	2014-03-01T01:06:59Z
dc.date.available	2014-03-01T01:06:59Z
dc.date.issued	1987	en
dc.identifier.issn	0045-7949	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9726
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0023588570&partnerID=40&md5=009d5394ab0da14a837220b90ddd73f3	en
dc.subject.classification	Computer Science, Interdisciplinary Applications	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	STRUCTURAL ANALYSIS - Mathematical Models	en
dc.subject.other	COMPUTER APPLICATIONS	en
dc.subject.other	CYLINDRICAL FRAMES	en
dc.subject.other	STRUCTURAL FRAMES	en
dc.title	Structural analysis of a one-storey multicolumn cylindrical frame	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1987	en
heal.abstract	In this paper, based on the principle of virtual work and the matrix algebra, the closed-form solution for the static analysis of a one-storey multicolumn cylindrical frame, subjected to a general co-planar to the circle loading, is presented. In principle, the closed-form solution for the static analysis of a continuous circular beam on -n- elastic hinges in plane with the circle, under the previous general loading, is achieved, and through convenient compatibility conditions between the horizontal and the vertical members, a matrix solution for the whole structure is derived. The effects of shear and axial forces arc also taken into account in the analysis. Finally, the developed methodology is successfully demonstrated through an application concerning the static analysis of a one-storey symmetrical semicylindrical frame on three columns. The solution technique being used is well suited to computer applications. © 1987.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	Computers and Structures	en
dc.identifier.isi	ISI:A1987K830600008	en
dc.identifier.volume	27	en
dc.identifier.issue	3	en
dc.identifier.spage	379	en
dc.identifier.epage	391	en