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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