Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/47371
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dc.contributor.authorKayhan A.H.-
dc.contributor.authorDemir A.-
dc.contributor.authorPalanci M.-
dc.date.accessioned2023-01-09T21:24:11Z-
dc.date.available2023-01-09T21:24:11Z-
dc.date.issued2022-
dc.identifier.issn1570-761X-
dc.identifier.urihttps://doi.org/10.1007/s10518-022-01450-8-
dc.identifier.urihttps://hdl.handle.net/11499/47371-
dc.description.abstractSelection of appropriate ground motion (GM) records for nonlinear dynamic analysis (NDA) of structures plays a crucial role to estimate structural responses reasonably. In this study, a multi-functional solution model utilizing stochastic harmony search (HS) algorithm is proposed to obtain scaled or unscaled real GM component sets for uni-directional analysis of two-dimensional structural models and GM component pair sets for bi-directional analysis of three-dimensional structural models. The solution model allows to consider compatibility between target spectrum and both mean spectrum and individual spectra besides desired spectral variability. Uniform hazard spectrum, conditional mean spectrum or scenario-based spectrum can be selected as target spectrum. Combined response spectra of selected component pairs such as SRSS, geometric mean and maximum directional can also be handled by the solution model. To demonstrate the efficiency of the solution model, various examples were presented. In addition, a sensitivity analysis was performed to evaluate the effect of HS parameters on the solution accuracy. Results show that the proposed solution model can be regarded as efficient to obtain appropriate GM record sets to be used for NDAs within a probabilistic seismic design and/or performance assessment framework. © 2022, The Author(s), under exclusive licence to Springer Nature B.V.en_US
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media B.V.en_US
dc.relation.ispartofBulletin of Earthquake Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectProbabilistic seismic assessmenten_US
dc.subjectReal ground motion selectionen_US
dc.subjectSpectral compatibilityen_US
dc.subjectSpectral variabilityen_US
dc.subjectStochastic optimizationen_US
dc.subjectOptimizationen_US
dc.subjectSeismologyen_US
dc.subjectSensitivity analysisen_US
dc.subjectSpectrum analysisen_US
dc.subjectStochastic modelsen_US
dc.subjectStochastic systemsen_US
dc.subjectStructural analysisen_US
dc.subjectGround motion selectionsen_US
dc.subjectGround-motionen_US
dc.subjectMulti-functionalen_US
dc.subjectProbabilistic seismic assessmenten_US
dc.subjectReal ground motion selectionen_US
dc.subjectSolution modelen_US
dc.subjectSpectra'sen_US
dc.subjectSpectral compatibilityen_US
dc.subjectSpectral variabilityen_US
dc.subjectStochastic optimizationsen_US
dc.subjectSeismic designen_US
dc.subjectseismic designen_US
dc.subjectseismic hazarden_US
dc.titleMulti-functional solution model for spectrum compatible ground motion record selection using stochastic harmony search algorithmen_US
dc.typeArticleen_US
dc.identifier.volume20en_US
dc.identifier.issue12en_US
dc.identifier.startpage6407en_US
dc.identifier.endpage6440en_US
dc.identifier.doi10.1007/s10518-022-01450-8-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid34969279400-
dc.authorscopusid57196758191-
dc.authorscopusid57193708269-
dc.identifier.scopus2-s2.0-85132729815en_US
dc.identifier.wosWOS:000815460600002en_US
dc.identifier.scopusqualityQ1-
item.languageiso639-1en-
item.openairetypeArticle-
item.grantfulltextnone-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
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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