Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/46059
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dc.contributor.authorPalanci, Mehmet-
dc.contributor.authorDemir, Ahmet-
dc.contributor.authorKayhan, Ali Haydar-
dc.date.accessioned2023-01-09T21:08:29Z-
dc.date.available2023-01-09T21:08:29Z-
dc.date.issued2021-
dc.identifier.issn1300-7009-
dc.identifier.issn2147-5881-
dc.identifier.urihttps://doi.org/10.5505/pajes.2020.47936-
dc.identifier.urihttps://search.trdizin.gov.tr/yayin/detay/455854-
dc.identifier.urihttps://hdl.handle.net/11499/46059-
dc.description.abstractAdvances in earthquake engineering play a role in the development of seismic codes all over the world. The new version of Turkish Building Earthquake Code (TBEC) has also been published in 2018. Thanks to the technological developments, real acceleration records to be used in dynamic analysis of structures have been easily accessible. In this study, the variation of maximum displacement demands of single degree of freedom (SDOF) systems determined via dynamic analysis by using real earthquake records compatible with TBEC are investigated. For this purpose, 120 SDOF systems which represent behavior of variety of structural topologies were created by combination of different lateral strength capacity ratios, structural periods, hysteretic models and post-yield stiffness ratios. In order to obtain ground motion records, two different level of seismic intensity level and three different local soil classes are considered. 30 real ground motion record sets for each seismic intensity level and local soil class are used for detailed assessment of tendency and variation of maximum displacement demands. Results indicated that (a) effect of different hysteretic models on displacement demands is negligible, (b) the mean displacement demands are more conservative than median displacement demands for the sets, (c) displacement demand variation of the sets are high and not evenly distributed, (d) the variation of the demands changes randomly depending on local soil class and earthquake level, (e) lateral strength ratio and post-yield stiffness are efficient on the variation of the demands.en_US
dc.language.isoenen_US
dc.publisherPamukkale Univen_US
dc.relation.ispartofPamukkale University Journal Of Engineering Sciences-Pamukkale Universitesi Muhendislik Bilimleri Dergisien_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectSingle degree of freedom modelsen_US
dc.subjectReal ground motion record selectionen_US
dc.subjectDynamic analysisen_US
dc.subjectTurkish building earthquake code 2018en_US
dc.subjectGround-Motionen_US
dc.subjectSdofen_US
dc.subjectBehavioren_US
dc.titleThe investigation of displacement demands of single degree of freedom models using real earthquake records compatible with TBEC-2018en_US
dc.typeArticleen_US
dc.identifier.volume27en_US
dc.identifier.issue3en_US
dc.identifier.startpage251en_US
dc.identifier.endpage263en_US
dc.identifier.doi10.5505/pajes.2020.47936-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid#N/A-
dc.identifier.trdizinid455854en_US
dc.identifier.wosWOS:000658538200002en_US
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeArticle-
item.cerifentitytypePublications-
item.fulltextWith Fulltext-
item.grantfulltextopen-
item.languageiso639-1en-
crisitem.author.dept10.02. Civil Engineering-
crisitem.author.dept10.02. Civil Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
TR Dizin İndeksli Yayınlar Koleksiyonu / TR Dizin Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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