Dynamic response of an alluvial valley consists of three types of soil

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dc.contributor.authorKara, Hasan Faik
dc.date.accessioned2024-06-12T10:59:06Z
dc.date.available2024-06-12T10:59:06Z
dc.date.issued2020
dc.departmentTrakya Üniversitesien_US
dc.description.abstractDynamic response of an alluvial valley consisting of three different types of soil was studied. In the two-dimensional model, the alluvial valley was assumed to have half-cylindrical shape. The alluvial valley contained three different types of soil with different shapes. The valley was surrounded by a half-space. All of the soil types and the half-space were assumed to be isotropic, homogeneous and linear elastic. The half-space was excited by simple harmonic SH-waves radiated from a strike-slip fault. The fault was assumed to have circular-arc shape in the mathematical model. The governing equations were solved by using wave function expansion method where boundary conditions were relatively simple. In the regions where boundary conditions were more complex, finite difference method was employed. Consequently, the wave propagation problem was solved semi-analytically. The obtained numerical results showed that surface displacement amplitudes are significantly affected by the material properties of the different soil types of the alluvial valley. It was also observed that the shapes of the soil types in the alluvial valley played a considerable role in surface displacements.en_US
dc.description.sponsorshipTrakya University, Department of Scientific Research Projects [2016/73]en_US
dc.description.sponsorshipTrakya University, Department of Scientific Research Projects under Grant No. 2016/73en_US
dc.identifier.doi10.1007/s11803-020-0562-1
dc.identifier.endpage305en_US
dc.identifier.issn1671-3664
dc.identifier.issn1993-503X
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-85083673032en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage289en_US
dc.identifier.urihttps://doi.org/10.1007/s11803-020-0562-1
dc.identifier.urihttps://hdl.handle.net/20.500.14551/20309
dc.identifier.volume19en_US
dc.identifier.wosWOS:000526550900003en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofEarthquake Engineering And Engineering Vibrationen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCylindrical SH-Wavesen_US
dc.subjectAlluvial Valleyen_US
dc.subjectStrike-Slip Faulten_US
dc.subjectCylindrical Sh-Wavesen_US
dc.subjectPlane P-Wavesen_US
dc.subjectElastic Half-Spaceen_US
dc.subjectSurface Motionen_US
dc.subjectSeismic Responseen_US
dc.subjectGround Motionen_US
dc.subjectScatteringen_US
dc.subjectDiffractionen_US
dc.subjectCanyonen_US
dc.titleDynamic response of an alluvial valley consists of three types of soilen_US
dc.typeArticleen_US

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