Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/9786
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dc.contributor.authorKayhan, Ali Haydar-
dc.date.accessioned2019-08-16T13:05:57Z
dc.date.available2019-08-16T13:05:57Z
dc.date.issued2016-
dc.identifier.issn2092-7614-
dc.identifier.urihttps://hdl.handle.net/11499/9786-
dc.identifier.urihttps://doi.org/10.12989/eas.2016.10.3.563-
dc.description.abstractIn this study, solution models are proposed to obtain code-compatible ground motion record sets which can be used for both uni-directional and bi-directional dynamic analyses. Besides scaled, unscaled ground motion record sets are obtained to show the utility and efficiency of the solution models. For scaled ground motion sets the proposed model is based on hybrid HS-Solver which integrates heuristic harmony search (HS) algorithm with the spreadsheet Solver add-in. For unscaled ground motion sets HS based solution model is proposed. Design spectra defined in Eurocode-8 for different soil types are selected as target spectra. The European Strong Motion Database is used to get ground motion record sets. Also, a sensitivity analysis is conducted to evaluate the effect of different HS solution parameters on the solution accuracy. Results show that the proposed solution models can be regarded as efficient ways to develop scaled and unscaled ground motion sets compatible with code-based design spectra. © 2016 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.subjectGround motion selectionen_US
dc.subjectHarmony search algorithmen_US
dc.subjectResponse history analysisen_US
dc.subjectDynamic analysisen_US
dc.subjectSensitivity analysisen_US
dc.subjectDesign spectrumen_US
dc.subjectDifferent soilsen_US
dc.subjectGround motion selectionsen_US
dc.subjectHarmony search algorithmsen_US
dc.subjectSolution accuracyen_US
dc.subjectSolution parametersen_US
dc.subjectSpreadsheet solveren_US
dc.subjectEarthquake effectsen_US
dc.titleScaled and unscaled ground motion sets for uni-directional and bi-directional dynamic analysisen_US
dc.typeArticleen_US
dc.identifier.volume10en_US
dc.identifier.issue3en_US
dc.identifier.startpage563
dc.identifier.startpage563en_US
dc.identifier.endpage588en_US
dc.authorid0000-0001-7089-1521-
dc.identifier.doi10.12989/eas.2016.10.3.563-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopus2-s2.0-84962915323en_US
dc.identifier.wosWOS:000374768400004en_US
dc.identifier.scopusqualityQ2-
dc.ownerPamukkale University-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.grantfulltextnone-
item.openairetypeArticle-
item.cerifentitytypePublications-
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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