Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14365/6309
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dc.contributor.authorMerter, Onur-
dc.contributor.authorUcar, Taner-
dc.date.accessioned2025-07-25T16:40:29Z-
dc.date.available2025-07-25T16:40:29Z-
dc.date.issued2025-
dc.identifier.isbn9783031971310-
dc.identifier.isbn9783031971297-
dc.identifier.isbn9783031971280-
dc.identifier.issn2366-2557-
dc.identifier.issn2366-2565-
dc.identifier.urihttps://doi.org/10.1007/978-3-031-97129-7_10-
dc.description.abstractHysteretic energy, closely related to seismic hazard as it quantifies the energy a structure can dissipate through inelastic deformation under earthquake forces, has been chosen as a key parameter in energy-based design approaches due to its direct measurement of energy dissipation during cyclic loadings. A total of 56 distinct pulse-like and non-pulse-like ground motion records from the 2023 Kahramanmaras earthquake are selected. Time history analyses are performed on the selected inelastic single-degree-of-freedom (SDOF) systems, followed by the computation of hysteretic energy spectra for 5% damping. The bilinear hysteretic model is employed to represent the nonlinear cyclic behavior of the structural systems and different ductility ratios are considered. Simultaneously, inelastic input energy spectra are computed for all selected ground motion records. Then, the hysteretic energy to input energy ratio spectra are graphically computed for different ductility ratios, and the mean values are presented along with their standard deviations. It is observed that the hysteretic energy to input energy ratio spectra tend to remain nearly constant beyond a certain period value. In the study, the hysteretic energy to input energy ratio spectra are also generated separately for the selected pulse-like and non-pulse-like ground motions, allowing for the identification of the impact of pulse behavior.en_US
dc.language.isoenen_US
dc.publisherSpringer international Publishing Agen_US
dc.relation.ispartofLecture Notes in Civil Engineeringen_US
dc.relation.ispartofseriesLecture Notes in Civil Engineering-
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subject2023 Kahramanmaraş Earthquakeen_US
dc.subjectHysteretic Energy to Input Energy Ratioen_US
dc.subjectPulse-Like Ground Motionsen_US
dc.subjectNon-Pulse-Like Ground Motionsen_US
dc.titleHysteretic Energy to Input Energy Ratio Spectra of the 2023 Kahramanmaras Earthquakeen_US
dc.typeConference Objecten_US
dc.identifier.doi10.1007/978-3-031-97129-7_10-
dc.identifier.scopus2-s2.0-105010111723-
dc.departmentİzmir Ekonomi Üniversitesien_US
dc.authorwosidUcar, Taner/P-9452-2019-
dc.authorwosidMerter, Onur/Y-9210-2018-
dc.identifier.volume692en_US
dc.identifier.startpage117en_US
dc.identifier.endpage131en_US
dc.identifier.wosWOS:001559280000010-
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.identifier.scopusqualityQ4-
dc.identifier.wosqualityN/A-
dc.description.woscitationindexConference Proceedings Citation Index - Science-
item.grantfulltextnone-
item.cerifentitytypePublications-
item.openairetypeConference Object-
item.fulltextNo Fulltext-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.languageiso639-1en-
crisitem.author.dept05.03. Civil Engineering-
Appears in Collections:Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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