Stiffness matrices for simple analogous frames for shear wall analysis

Koumousis, VK; Peppas, GAg

dc.contributor.author	Koumousis, VK	en
dc.contributor.author	Peppas, GAg	en
dc.date.accessioned	2014-03-01T01:09:04Z
dc.date.available	2014-03-01T01:09:04Z
dc.date.issued	1992	en
dc.identifier.issn	0045-7949	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/10819
dc.subject	Shear Wall	en
dc.subject.classification	Computer Science, Interdisciplinary Applications	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Buildings - Shear Walls	en
dc.subject.other	Mathematical Techniques - Numerical Methods	en
dc.subject.other	Structural Analysis - Mathematical Models	en
dc.subject.other	Structural Frames - Computer Aided Analysis	en
dc.subject.other	Stiffness Matrix	en
dc.subject.other	Three Dimensional Frame Programs	en
dc.subject.other	Buildings	en
dc.title	Stiffness matrices for simple analogous frames for shear wall analysis	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0045-7949(92)90503-R	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0045-7949(92)90503-R	en
heal.language	English	en
heal.publicationDate	1992	en
heal.abstract	The global stiffness matrix of two types of analogous frames developed by Stafford Smith and Girgis for shear wall analysis are presented. These matrices can be used in the analysis of multistorey buildings using 2D or 3D frame programs. The matrix entries are given in closed-form relations which are determined using symbolic manipulation. For the 3D element they express the transformation from the local to global system as well as the modification due to the remote displacements of the diaphragms. Numerical results are presented by using full-width elements in every storey. Discrepancy of the results, compared with that obtained using the standard wide-column analogy, are presented. © 1992.	en
heal.publisher	PERGAMON-ELSEVIER SCIENCE LTD	en
heal.journalName	Computers and Structures	en
dc.identifier.doi	10.1016/0045-7949(92)90503-R	en
dc.identifier.isi	ISI:A1992JB11900001	en
dc.identifier.volume	43	en
dc.identifier.issue	4	en
dc.identifier.spage	613	en
dc.identifier.epage	633	en