The investigation of displacement demands of single degree of freedom models using real earthquake records compatible with TBEC-2018

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dc.authorid0000-0002-9223-5629en_US
dc.authorid0000-0002-3526-0764en_US
dc.authorid0000-0001-7089-1521en_US
dc.contributor.authorPalancı, Mehmet
dc.contributor.authorKayhan, Ali Haydar
dc.contributor.authorDemir, Ahmet
dc.date.accessioned2023-05-31T11:44:00Z
dc.date.available2023-05-31T11:44:00Z
dc.date.issued2021en_US
dc.departmentBAİBÜ, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
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.identifier.citationPalanci, M., Demir, A., & Kayhan, A. H. (2021). The investigation of displacement demands of single degree of freedom models using real earthquake records compatible with TBEC-2018. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 27(3), 251-263.en_US
dc.identifier.doi10.5505/pajes.2020.47936
dc.identifier.endpage263en_US
dc.identifier.issn1300-7009
dc.identifier.issn2147-5881
dc.identifier.issue3en_US
dc.identifier.startpage251en_US
dc.identifier.trdizinid455854en_US
dc.identifier.urihttp://dx.doi.org/10.5505/pajes.2020.47936
dc.identifier.urihttps://hdl.handle.net/20.500.12491/11031
dc.identifier.volume27en_US
dc.identifier.wosWOS:000658538200002en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakTR-Dizinen_US
dc.institutionauthorDemir, Ahmet
dc.language.isoenen_US
dc.publisherPAMUKKALE UNIVen_US
dc.relation.ispartofPamukkale University Journal of Engineering Sciencesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_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.titleThe investigation of displacement demands of single degree of freedom models using real earthquake records compatible with TBEC-2018en_US
dc.title.alternativeTek serbestlik dereceli modellerde yer değiştirme talebinin TBDY-2018 uyumlu gerçek ivme kayıtları kullanılarak incelenmesien_US
dc.typeArticleen_US

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