Dynamic response of flexible strip-foundations by boundary and finite elements

Spyrakos, C; Beskos, D

dc.contributor.author	Spyrakos, C	en
dc.contributor.author	Beskos, D	en
dc.date.accessioned	2014-03-01T01:38:53Z
dc.date.available	2014-03-01T01:38:53Z
dc.date.issued	1986	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/22435
dc.subject	Boundary Element	en
dc.subject	Boundary Element Method	en
dc.subject	Dynamic Response	en
dc.subject	Finite Element	en
dc.subject	Finite Element Method	en
dc.subject	Parametric Study	en
dc.subject	Seismic Waves	en
dc.subject	Spatial Distribution	en
dc.subject	Time Domain	en
dc.title	Dynamic response of flexible strip-foundations by boundary and finite elements	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0267-7261(86)90002-3	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0267-7261(86)90002-3	en
heal.publicationDate	1986	en
heal.abstract	A time domain Boundary Element-Finite method is employed to determine the dynamic response of flexible surface two-dimensional foundations under conditions of plane strain placed on an elastic soil medium and subjected either to transient external forces or to obliquely incident seismic waves. The elastic, isotropic, and homogeneous soil medium is treated by the time domain Direct Boundary Element Method, while	en
heal.journalName	Soil Dynamics and Earthquake Engineering	en
dc.identifier.doi	10.1016/0267-7261(86)90002-3	en