Dynamic analysis of flexible strip-foundations in the frequency domain

KOKKINOS, F; SPYRAKOS, C

dc.contributor.author	KOKKINOS, F	en
dc.contributor.author	SPYRAKOS, C	en
dc.date.accessioned	2014-03-01T01:40:20Z
dc.date.available	2014-03-01T01:40:20Z
dc.date.issued	1991	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/23162
dc.subject	Analysis and Design	en
dc.subject	Boundary Element Method	en
dc.subject	Boundary Value Problem	en
dc.subject	Dynamic Analysis	en
dc.subject	Dynamic Loading	en
dc.subject	Dynamic Response	en
dc.subject	Elastic Material	en
dc.subject	Energy Dissipation	en
dc.subject	Finite Element Method	en
dc.subject	Frequency Domain	en
dc.subject	Linear Elasticity	en
dc.subject	Numerical Method	en
dc.subject	Soil Structure Interaction	en
dc.subject	Three Dimensional	en
dc.title	Dynamic analysis of flexible strip-foundations in the frequency domain	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0045-7949(91)90055-Q	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0045-7949(91)90055-Q	en
heal.publicationDate	1991	en
heal.abstract	This work deals with the development and presentation of a frequency domain hybrid numerical method for determining the dynamic response of surface strip-foundations under conditions of plane strain placed on an elastic soil medium and subjected to either externally applied forces or seismic disturbances. The elastic, isotropic, and homogeneous soil medium is treated with the boundary element method, while the	en
heal.journalName	Computers & Structures	en
dc.identifier.doi	10.1016/0045-7949(91)90055-Q	en