Dynamic soil-pile-foundation-structure interaction: Records and predictions

Makris, N; Gazetas, G; Delis, E

dc.contributor.author	Makris, N	en
dc.contributor.author	Gazetas, G	en
dc.contributor.author	Delis, E	en
dc.date.accessioned	2014-03-01T01:11:54Z
dc.date.available	2014-03-01T01:11:54Z
dc.date.issued	1996	en
dc.identifier.issn	0016-8505	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/11858
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0029667316&partnerID=40&md5=53295aaecca6633a4bff9642cb765cdc	en
dc.subject	Case history	en
dc.subject	Dynamics	en
dc.subject	Earthqakes	en
dc.subject	Embankments	en
dc.subject	Piles	en
dc.subject	Soil-structure interaction	en
dc.subject.classification	Engineering, Geological	en
dc.subject.classification	Geosciences, Multidisciplinary	en
dc.subject.other	dynamic response	en
dc.subject.other	foundation	en
dc.subject.other	pile	en
dc.subject.other	seismic response	en
dc.subject.other	soil/structure interaction	en
dc.subject.other	Degrees of freedom (mechanics)	en
dc.subject.other	Dynamic response	en
dc.subject.other	Earthquakes	en
dc.subject.other	Embankments	en
dc.subject.other	Mathematical models	en
dc.subject.other	Pile foundations	en
dc.subject.other	Soil mechanics	en
dc.subject.other	Structural analysis	en
dc.subject.other	Dynamic impedance	en
dc.subject.other	Kinematic seismic response factors	en
dc.subject.other	Soil structure interactions	en
dc.title	Dynamic soil-pile-foundation-structure interaction: Records and predictions	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1996	en
heal.abstract	The problem of soil-pile-foundation-super-structure interaction is examined, and a simple rational procedure to analyse the response of a structure supported on pile groups is presented, This procedure combines theories for the computation of the dynamic impedances and kinematic-seismic response factors of pile foundations with a multi-degree-of-freedom structural model, The procedure is applied to compute the response of a bridge in Rio DelI, California, which was shaken by the M(s) = 7.0 Petrolia earthquake in 1992. The predicted response agrees well with recorded data. The significance of considering the frequency-dependence of the pile foundation impedances in the analysis of the response of the superstructure is discussed.	en
heal.publisher	THOMAS TELFORD SERVICES LTD	en
heal.journalName	Geotechnique	en
dc.identifier.isi	ISI:A1996UE70700003	en
dc.identifier.volume	46	en
dc.identifier.issue	1	en
dc.identifier.spage	33	en
dc.identifier.epage	50	en