Vibration isolation using open or filled trenches Part 2: 3-D homogeneous soil

Dasgupta, B; Beskos, D; Vardoulakis, I

dc.contributor.author	Dasgupta, B	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/123456789/23030
dc.subject	Boundary Element Method	en
dc.subject	Frequency Domain	en
dc.subject	Fundamental Solution	en
dc.subject	Three Dimensional	en
dc.subject	Vibration Isolation	en
dc.subject	Wave Propagation	en
dc.title	Vibration isolation using open or filled trenches Part 2: 3-D homogeneous soil	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF00350518	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF00350518	en
heal.publicationDate	1990	en
heal.abstract	The isolation of structures from ground transmitted waves by open and infilled trenches in a three-dimensional context is numerically studied. The soil medium is assumed to be elastic or viscoelastic, homogeneous and isotropic. Waves generated by the harmonic motion of a surface rigid machine foundation are considered in this work. The formulation and solution of the problem is accomplished by	en
heal.journalName	Computational Mechanics	en
dc.identifier.doi	10.1007/BF00350518	en