Dynamic response of rigid strip-foundations by a time-domain boundary element method

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/123456789/22436
dc.subject	Boundary Element Method	en
dc.subject	Dynamic Response	en
dc.subject	Frequency Domain	en
dc.subject	Mixed Boundary Value Problem	en
dc.subject	Seismic Waves	en
dc.subject	Time Domain	en
dc.title	Dynamic response of rigid strip-foundations by a time-domain boundary element method	en
heal.type	journalArticle	en
heal.identifier.primary	10.1002/nme.1620230810	en
heal.identifier.secondary	http://dx.doi.org/10.1002/nme.1620230810	en
heal.publicationDate	1986	en
heal.abstract	SUMMARY The dynamic response of rigid strip-foundations placed on or embedded in a homogeneous, isotropic, hear elastic half-space under conditions of plane strain to either external forces or obliquely incident seismic waves of arbitrary time variation is numerically obtained. The above mixed boundary-value problems are treated by the time domain boundary element method which is used in a step-by-step timewise	en
heal.journalName	International Journal for Numerical Methods in Engineering	en
dc.identifier.doi	10.1002/nme.1620230810	en