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Vibration isolation using open or filled trenches

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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


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