Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14365/5226
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dc.contributor.authorMerter, O.-
dc.contributor.authorUcar, T.-
dc.date.accessioned2024-03-30T11:21:35Z-
dc.date.available2024-03-30T11:21:35Z-
dc.date.issued2024-
dc.identifier.issn2092-7614-
dc.identifier.urihttps://doi.org/10.12989/eas.2024.26.3.219-
dc.identifier.urihttps://hdl.handle.net/20.500.14365/5226-
dc.description.abstractThis study examines damping modification factors (DMFs) of elastic input energy spectra corresponding to a set of 116 earthquake ground motions. Mean input energy per mass spectra and mean DMFs are presented for both considered ground motion components. Damping ratios of 3%, 5%, 10%, 20%, and 30% are used and the 5% damping ratio is considered the benchmark for DMF computations. The geometric mean DMFs of the two horizontal components of each ground motion are computed and coefficients of variation are presented graphically. The results show that the input energy spectra-based DMFs exhibit a dependence on the damping ratio at very short periods and they tend to be nearly constant for larger periods. In addition, mean DMF variation is obtained graphically for also the damping ratio, and mathematical functions are fitted as a result of statistical analyses. A strong correlation between the computed DMFs and the ones from predicted equations is observed. © 2024 Techno-Press, Ltd.en_US
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofEarthquake and Structuresen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectdamping modification factoren_US
dc.subjectdamping ratioen_US
dc.subjectearthquake ground motionen_US
dc.subjectelastic input energy spectraen_US
dc.subjectsingle-degree-of-freedom-systemen_US
dc.subjectDegrees of freedom (mechanics)en_US
dc.subjectEarthquakesen_US
dc.subjectMass spectrometryen_US
dc.subjectDamping modification factoren_US
dc.subjectDamping ratioen_US
dc.subjectEarthquake ground motionsen_US
dc.subjectElastic input energy spectrumen_US
dc.subjectEnergy per massen_US
dc.subjectEnergy spectrumen_US
dc.subjectGround-motionen_US
dc.subjectInput energyen_US
dc.subjectModification factorsen_US
dc.subjectSingle degree of freedom systemsen_US
dc.subjectDampingen_US
dc.titleInput energy spectrum damping modification factorsen_US
dc.typeArticleen_US
dc.identifier.doi10.12989/eas.2024.26.3.219-
dc.identifier.scopus2-s2.0-85187211755en_US
dc.departmentİzmir Ekonomi Üniversitesien_US
dc.authorscopusid54907427800-
dc.authorscopusid55150708000-
dc.identifier.volume26en_US
dc.identifier.issue3en_US
dc.identifier.startpage219en_US
dc.identifier.endpage228en_US
dc.identifier.wosWOS:001209589300005en_US
dc.institutionauthor-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopusqualityQ3-
dc.identifier.wosqualityQ4-
item.grantfulltextreserved-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
crisitem.author.dept05.03. Civil Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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