3-D seismic response analysis of long lined tunnels in half-space

Stamos, A; Beskos, D

dc.contributor.author	Stamos, A	en
dc.contributor.author	Beskos, D	en
dc.date.accessioned	2014-03-01T01:44:13Z
dc.date.available	2014-03-01T01:44:13Z
dc.date.issued	1996	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/24295
dc.subject	Boundary Element	en
dc.subject	Boundary Element Method	en
dc.subject	Coordinate Transformation	en
dc.subject	Cross Section	en
dc.subject	Dimensional Reduction	en
dc.subject	Dynamic Response	en
dc.subject	Frequency Domain	en
dc.subject	Fundamental Solution	en
dc.subject	Numerical Integration	en
dc.subject	Seismic Response	en
dc.subject	Seismic Waves	en
dc.subject	Singular Integral	en
dc.subject	Three Dimensional	en
dc.title	3-D seismic response analysis of long lined tunnels in half-space	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0267-7261(95)00025-9	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0267-7261(95)00025-9	en
heal.publicationDate	1996	en
heal.abstract	The dynamic response of infinitely long lined tunnels with a uniform cross-section buried into an elastic or viscoelastic half-space to body and surface harmonic seismic waves is numerically determined by a special direct boundary element method in the frequency domain. The waves have an arbitrary direction of propagation with respect to the axis of the tunnel and this renders the	en
heal.journalName	Soil Dynamics and Earthquake Engineering	en
dc.identifier.doi	10.1016/0267-7261(95)00025-9	en