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Dynamic analysis of flexible strip-foundations in the frequency domain

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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


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