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 |