Seismic uplifting of foundations on soft soil, with examples from Adapazari (Izmit 1999 earthquake)

Gazetas, G; Apostolou, M; Anastasopoulos, J

dc.contributor.author	Gazetas, G	en
dc.contributor.author	Apostolou, M	en
dc.contributor.author	Anastasopoulos, J	en
dc.date.accessioned	2014-03-01T02:49:35Z
dc.date.available	2014-03-01T02:49:35Z
dc.date.issued	2003	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/34627
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-3042745455&partnerID=40&md5=a16b08f9b2675cc236dcde488bd96de5	en
dc.subject.other	Acceleration	en
dc.subject.other	Algorithms	en
dc.subject.other	Damping	en
dc.subject.other	Degrees of freedom (mechanics)	en
dc.subject.other	Earthquakes	en
dc.subject.other	Elastic moduli	en
dc.subject.other	Finite element method	en
dc.subject.other	Oscillations	en
dc.subject.other	Sensitivity analysis	en
dc.subject.other	Soils	en
dc.subject.other	Structural analysis	en
dc.subject.other	Seismic uplifting	en
dc.subject.other	Soil parameters	en
dc.subject.other	Uplifting structures	en
dc.subject.other	Visco-elastic soils	en
dc.subject.other	Seismic prospecting	en
dc.title	Seismic uplifting of foundations on soft soil, with examples from Adapazari (Izmit 1999 earthquake)	en
heal.type	conferenceItem	en
heal.publicationDate	2003	en
heal.abstract	The dynamic analysis of the rocking response was investigated with a finite element discretization using Abaqus. An advanced contact algorithms was used to incorporate for uplifting the foundations. The supporting soil was modeled as a homogeneous halfspace using two dimensional infinite elements. The study suggest that building geometry and rotation was responsible for the different behavior of the Terveler and Yagcioglu buildings. It was observed that the problem with Terveler is a largely co-seismic bearing capacity failure under the rocking and uplifting structure.	en
heal.journalName	BGA International Conference on Foundations, Innovations, Observations, Design and Practice	en
dc.identifier.spage	37	en
dc.identifier.epage	49	en