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dc.contributor.authorKhanbabazadeh, H.
dc.contributor.authorIyisan, R.
dc.contributor.authorAnsal, Mustafa Atilla
dc.contributor.authorHasal, M. E.
dc.date.accessioned2016-09-18T13:10:04Z
dc.date.available2016-09-18T13:10:04Z
dc.date.issued2016-10
dc.identifier.issn0267-7261
dc.identifier.urihttp://hdl.handle.net/10679/4449
dc.identifier.urihttp://www.sciencedirect.com/science/article/pii/S0267726116300999
dc.descriptionDue to copyright restrictions, the access to the full text of this article is only available via subscription.
dc.description.abstractLocal geological conditions generate significant amplification of ground motion and concentrated damage during earthquakes. The highly concentrated damages at the edges of the Dinar basin during occurred earthquakes at regions close to rock outcrop bring up the effect of the inclined bedrock effect on the dynamic behavior of the basin with 2D geometry. In this study, first the idealized 2D model of the basin based on the results of the underground explorations and geologic investigations is proposed. Results show that Dinar basin has an asymmetric 2D geometry with two different bedrock angles at edges. Then, a numerical study using finite difference based nonlinear code which utilizes appropriate static and dynamic boundary conditions, and includes hysteresis damping formulation based on the user defined degradation curves is conducted using real earthquake motions of different strength and frequency content. The constructed model is subjected to the collection of 16 earthquakes with different PGA's of 0.1, 0.2, 0.3 and 0.4 g, four motions for each PGA. It was seen that the dynamic behavior of the basin is broadly affected by the two dimensional bedrock. The results indicates the higher effect of the 6° bedrock inclination at east part on the amplification with respect to the steeper 20° bedrock slope at the west. Also, the results show the insignificant effect of the bedrock at the depth more than 150 m on the amplification of the east edge. While the effect of the 6° bedrock angle at the east part continues until 1500 m from the outcrop, it affects the amplification until 700 m from the outcrop at the west part with 20° bedrock angle.
dc.language.isoengen_US
dc.publisherElsevier
dc.relation.ispartofSoil Dynamics and Earthquake Engineering
dc.rightsrestrictedAccess
dc.title2D non-linear seismic response of the Dinar basin,TURKEYen_US
dc.typeArticleen_US
dc.peerreviewedyes
dc.publicationstatuspublisheden_US
dc.contributor.departmentÖzyeğin University
dc.contributor.authorID(ORCID 0000-0003-1710-5557 & YÖK ID 45139) Ansal, Atilla
dc.contributor.ozuauthorAnsal, Mustafa Atilla
dc.identifier.startpage5
dc.identifier.endpage11
dc.identifier.wosWOS:000384870000002
dc.identifier.doi10.1016/j.soildyn.2016.07.021
dc.subject.keywordsSite effects
dc.subject.keywordsDynamic behavior
dc.subject.keywordsBasin edge effect
dc.subject.keywordsNumerical modeling
dc.identifier.scopusSCOPUS:2-s2.0-84982816867
dc.contributor.authorMale1


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