Publication:
Characterization of site amplification by a parametric study

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dc.contributor.authorFercan, N. O.
dc.contributor.authorŞafak, E.
dc.contributor.authorAnsal, Mustafa Atilla
dc.contributor.departmentCivil Engineering
dc.contributor.ozuauthorANSAL, Mustafa Atilla
dc.date.accessioned2024-01-11T08:17:59Z
dc.date.available2024-01-11T08:17:59Z
dc.date.issued2023
dc.description.abstractThe reliability of Vs30 and the performance of alternative time averaged shear wave velocities (Vsz) and shear wave travel times (Ttz) at various depths, z, were investigated for the estimation of site amplification and fundamental frequency (f 0) characterization by considering the linear and nonlinear soil behavior. The study revealed that alternative parameters performed better than Vs30 and the best performing z parameters changed by switching from convex to concave theoretical profiles and by increasing ground motions. For a practical usage in site investigations, guidelines to estimate nonlinear soil amplification factor and fundamental frequency from the linear ones were presented.
dc.identifier.doi10.1080/13632469.2023.2277833
dc.identifier.issn1363-2469
dc.identifier.scopus2-s2.0-85176140653
dc.identifier.urihttp://hdl.handle.net/10679/9032
dc.identifier.urihttps://doi.org/10.1080/13632469.2023.2277833
dc.identifier.wos001097749200001
dc.language.isoeng
dc.peerreviewedyes
dc.publicationstatusPublished online
dc.publisherTaylor & Francis
dc.relation.ispartofJournal of Earthquake Engineering
dc.relation.publicationcategoryInternational Refereed Journal
dc.rightsrestrictedAccess
dc.subject.keywordsFundamental soil frequency
dc.subject.keywordsImpedance ratio
dc.subject.keywordsNonlinear soil behavior
dc.subject.keywordsShear wave travel time
dc.subject.keywordsSite amplification
dc.subject.keywordsTime averaged shear wave velocity
dc.titleCharacterization of site amplification by a parametric study
dc.typearticle
dspace.entity.typePublication
relation.isOrgUnitOfPublicationaf7d5a6d-1e33-48a1-94e9-8ec45f2d8c85
relation.isOrgUnitOfPublication.latestForDiscoveryaf7d5a6d-1e33-48a1-94e9-8ec45f2d8c85

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