HEAL DSpace

Effect of underground structures in earthquake resistant design of surface structures

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dc.contributor.author Yiouta-Mitra, P en
dc.contributor.author Kouretzis, G en
dc.contributor.author Bouckovalas, G en
dc.contributor.author Sofianos, A en
dc.date.accessioned 2014-03-01T01:56:18Z
dc.date.available 2014-03-01T01:56:18Z
dc.date.issued 2007 en
dc.identifier.issn 08950563 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/28046
dc.subject.other Earthquakes en
dc.subject.other Finite difference method en
dc.subject.other Seismic design en
dc.subject.other Viscoelasticity en
dc.subject.other Circular tunnel en
dc.subject.other Excitation frequency en
dc.subject.other Surface structures en
dc.subject.other SV-wave excitation en
dc.subject.other Underground structures en
dc.title Effect of underground structures in earthquake resistant design of surface structures en
heal.type journalArticle en
heal.identifier.primary 10.1061/40904(223)16 en
heal.identifier.secondary http://dx.doi.org/10.1061/40904(223)16 en
heal.publicationDate 2007 en
heal.abstract This research deals with the question of whether, and under what circumstances, the presence of underground structures should be taken into account for the earthquake resistant design of neighbouring surface structures. In order to investigate the effect of underground structures on surface seismic motion, a series of dynamic plane-strain numerical analyses were conducted, considering a circular tunnel embedded in a viscoelastic half-space, and a harmonic SV-wave excitation. The numerical methodology, based on the Finite Difference Method, aims at quantifying the effect of the soil medium characteristics, excitation frequency, tunnel diameter, depth of construction, and relative flexibility of the lining compared to that of the surrounding soil. Conclusions contain preliminary criteria identifying the cases when the presence of an underground structure should be considered in the design of a surface structure. Copyright ASCE 2007. en
heal.journalName Geotechnical Special Publication en
dc.identifier.doi 10.1061/40904(223)16 en
dc.identifier.issue 160 en


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