Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/36970
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dc.contributor.authorDemir, A.-
dc.contributor.authorPalanci, M.-
dc.contributor.authorKayhan, Ali Haydar-
dc.date.accessioned2021-02-02T09:23:27Z
dc.date.available2021-02-02T09:23:27Z
dc.date.issued2020-
dc.identifier.issn2193-567X-
dc.identifier.urihttps://hdl.handle.net/11499/36970-
dc.identifier.urihttps://doi.org/10.1007/s13369-020-04719-9-
dc.description.abstractNonlinear dynamic analysis is the most advanced structural analysis method, and it has become very widespread method to determine structural responses for seismic design or assessment. On the other hand, structural responses strongly rely on the selection of earthquake records for nonlinear dynamic analysis. In this study, several earthquake record selection strategies which impose different compatibility levels between the spectral shape of earthquake records and target spectrum are introduced. Eurocode-8 procedure is considered as reference record selection strategy. Four main engineering demand parameters (EDPs): maximum floor acceleration, global drift ratio, inter-story drift ratio and residual global drift ratio, are used to investigate the superiority of presented strategies. Nonlinear dynamic analyses of three representative low- and mid-rise RC frames are carried out to obtain the EDPs. The central tendency and dispersion of the EDPs are utilized to investigate efficiency of the strategies. Results indicated that the EDPs are correlated with dispersion of spectral accelerations. Numerical evaluations have also highlighted that the presented strategies are capable of providing consistent mean structural responses. It is thought that the presented strategies can be used to select real earthquake records for nonlinear dynamic analysis of structures. © 2020, King Fahd University of Petroleum & Minerals.en_US
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.relation.ispartofArabian Journal for Science and Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectGround motion selectionen_US
dc.subjectNonlinear dynamic analysisen_US
dc.subjectSpectral compatibilityen_US
dc.subjectStructural response dispersionen_US
dc.titleEvaluation of Supplementary Constraints on Dispersion of EDPs Using Real Ground Motion Record Setsen_US
dc.typeArticleen_US
dc.identifier.volume45en_US
dc.identifier.issue10en_US
dc.identifier.startpage8379
dc.identifier.startpage8379en_US
dc.identifier.endpage8401en_US
dc.authorid0000-0001-7089-1521-
dc.identifier.doi10.1007/s13369-020-04719-9-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopus2-s2.0-85087493858en_US
dc.identifier.wosWOS:000545304000003en_US
dc.identifier.scopusqualityQ2-
dc.ownerPamukkale University-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeArticle-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.languageiso639-1en-
crisitem.author.dept10.02. Civil Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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