Dynamic analysis of flexible strip-foundations in the frequency domain

dc.contributor.author	Κόκκινος, Τριαντάφυλλος-Φίλης	el
dc.contributor.author	Σπυράκος, Κωνσταντίνος Χ.	el
dc.date.accessioned	2015-06-07T05:16:25Z
dc.date.available	2015-06-07T05:16:25Z
dc.date.issued	2015-06-07
dc.identifier.uri	http://hdl.handle.net/11400/15375
dc.rights	Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ηνωμένες Πολιτείες	*
dc.rights.uri	http://creativecommons.org/licenses/by-nc-nd/3.0/us/	*
dc.source	http://www.sciencedirect.com/science/article/pii/004579499190055Q	el
dc.subject	Numerical analysis
dc.subject	Soils
dc.subject	Elasticity
dc.subject	Αριθμητική ανάλυση
dc.subject	Εδάφη
dc.subject	Ελαστικότητα
dc.title	Dynamic analysis of flexible strip-foundations in the frequency domain	el
heal.type	journalArticle
heal.classification	Engineering
heal.classification	Computer science
heal.classification	Μηχανική
heal.classification	Πληροφορική
heal.classificationURI	http://skos.um.es/unescothes/C01363
heal.classificationURI	http://skos.um.es/unescothes/C00750
heal.classificationURI	N/A-Μηχανική
heal.classificationURI	N/A-Πληροφορική
heal.keywordURI	http://skos.um.es/unescothes/C02774
heal.keywordURI	http://skos.um.es/unescothes/C03760
heal.keywordURI	http://id.loc.gov/authorities/subjects/sh85041516
heal.identifier.secondary	ISSN: 00457949
heal.identifier.secondary	DOI: 10.1016/0045-7949(91)90055-Q
heal.language	en
heal.access	campus
heal.recordProvider	Τ.Ε.Ι. Αθήνας. Σχολή Τεχνολογικών Εφαρμογών. Τμήμα Πολιτικών Μηχανικών Τ.Ε και Μηχανικών Τοπογραφίας & Γεωπληροφορικής Τ.Ε.	el
heal.publicationDate	1991
heal.bibliographicCitation	Kokkinos, F. and Spyrakos, C. (1991). Dynamic analysis of flexible strip-foundations in the frequency domain. "Computers and Structures", 39(5), 1991. pp. 473-482. Available from: http://www.sciencedirect.com/science/article/pii/004579499190055Q. [Accessed 14/02/2003]	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 flexible and massive foundation is treated with the finite element method. The two methods are appropriately combined through equilibrium and compatibility conditions at the soil-foundation interface. Several numerical examples are worked out to demonstrate and attest the efficiency and accuracy of the method.	en
heal.journalName	Computers and Structures	en
heal.journalType	peer-reviewed
heal.fullTextAvailability	true