Static and dynamic analysis of composite shear walls by the boundary element method

Katsikadelis, JT; Kokkinos, FT

dc.contributor.author	Katsikadelis, JT	en
dc.contributor.author	Kokkinos, FT	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	0001-5970	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9722
dc.subject	Boundary Condition	en
dc.subject	Boundary Element	en
dc.subject	Boundary Element Method	en
dc.subject	Elastic Constant	en
dc.subject	Numerical Solution	en
dc.subject	Shear Wall	en
dc.subject	Static and Dynamic Analysis	en
dc.subject.classification	Mechanics	en
dc.subject.other	STRUCTURAL DESIGN - Loads	en
dc.subject.other	STRUCTURAL PANELS - Buckling	en
dc.subject.other	COMPLEX LOADING	en
dc.subject.other	DISPLACEMENT	en
dc.subject.other	DOMAIN METHOD	en
dc.subject.other	STRUCTURAL ANALYSIS	en
dc.title	Static and dynamic analysis of composite shear walls by the boundary element method	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF01190886	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF01190886	en
heal.language	English	en
heal.publicationDate	1987	en
heal.abstract	A boundary element solution for the static and dynamic analysis of composite shear walls is developed. The composite shear wall consists of a matrix material surrounding a finite number of inclusions (in-fill walls) with different elastic constants firmly bonded to it. The problem is formulated in terms of the displacement components and all kinds of boundary conditions are encountered. Several numerical examples are worked out to demonstrate and attest the efficiency of the method. The results, whenever possible, are compared with those obtained from analytical or other numerical solutions. The case of homogeneous shear wall with or without holes is included as a special case. © 1987 Springer-Verlag.	en
heal.publisher	Springer-Verlag	en
heal.journalName	Acta Mechanica	en
dc.identifier.doi	10.1007/BF01190886	en
dc.identifier.isi	ISI:A1987K535800010	en
dc.identifier.volume	68	en
dc.identifier.issue	3-4	en
dc.identifier.spage	231	en
dc.identifier.epage	250	en