Vibration isolation using open or filled trenches

Beskos, D; Dasgupta, B; Vardoulakis, I

dc.contributor.author	Beskos, D	en
dc.contributor.author	Dasgupta, B	en
dc.contributor.author	Vardoulakis, I	en
dc.date.accessioned	2014-03-01T01:38:55Z
dc.date.available	2014-03-01T01:38:55Z
dc.date.issued	1986	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/22471
dc.subject	Boundary Element Method	en
dc.subject	Finite Difference	en
dc.subject	Finite Element	en
dc.subject	Frequency Domain	en
dc.subject	Laplace Transform	en
dc.subject	Linear Elasticity	en
dc.subject	Parametric Study	en
dc.subject	Rayleigh Waves	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/BF00298637	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF00298637	en
heal.publicationDate	1986	en
heal.abstract	The problem of structural isolation from ground transmitted vibrations by open or infilled trenches under conditions of plane strain is numerically studied. The soil medium is assumed to be linear elastic or viscoelastic, homogeneous and isotropic. Horizontally propagating Rayleigh waves or waves generated by the motion of a rigid foundation or by surface blasting are considered in this work. The	en
heal.journalName	Computational Mechanics	en
dc.identifier.doi	10.1007/BF00298637	en