Vibration isolation using open or filled trenches

Leung, K; Beskos, D; Vardoulakis, I

dc.contributor.author	Leung, K	en
dc.contributor.author	Beskos, D	en
dc.contributor.author	Vardoulakis, I	en
dc.date.accessioned	2014-03-01T01:39:56Z
dc.date.available	2014-03-01T01:39:56Z
dc.date.issued	1990	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/23029
dc.subject	Boundary Element Method	en
dc.subject	Frequency Domain	en
dc.subject	Linear Elasticity	en
dc.subject	Surface Wave	en
dc.subject	Thin Layer	en
dc.subject	Vibration Isolation	en
dc.title	Vibration isolation using open or filled trenches	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF00375927	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF00375927	en
heal.publicationDate	1990	en
heal.abstract	The problem of isolating structures from surface waves by open or filled trenches under conditions of plane strain is numerically studied. The soil is assumed to be an isotropic, linear elastic or viscoelastic nonhomogeneous (layered) half-space medium. Waves generated by the harmonic motion of a rigid surface machine foundatin are considered. The formulation and solution of the problem are accomplished	en
heal.journalName	Computational Mechanics	en
dc.identifier.doi	10.1007/BF00375927	en