The Effect of the Crack-Stiffness Relationship on the System Response in Columns of an SDOF Steel Structure Model under Harmonic and Earthquake Excitations

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dc.contributor.authorAggumus, Huseyin
dc.contributor.authorDaskin, Mahmut
dc.contributor.authorHaskul, Mehmet
dc.contributor.authorTuran, Abdullah
dc.date.accessioned2024-08-04T21:01:25Z
dc.date.available2024-08-04T21:01:25Z
dc.date.issued2024
dc.departmentİnönü Üniversitesien_US
dc.description.abstractIn this study, the effects of cracks in the columns of a single degree of freedom (SDOF) steel structure model on the system responses due to the decrease in the equivalent spring coefficient were investigated. The crack in the columns was modeled as an edge crack, and the crack was thought to behave like a spring. The crack is considered as the mode I crack type (opening mode) specified in linear fracture mechanics. In order to examine the responses of the system under the influence of different excitations, the changes in displacement, acceleration, and power spectral density responses under the influence of harmonic excitation at a frequency equal to the fundamental frequency of the SDOF model and six different earthquake excitations were examined.en_US
dc.identifier.doi10.1155/2024/9278849
dc.identifier.issn1070-9622
dc.identifier.issn1875-9203
dc.identifier.urihttps://doi.org/10.1155/2024/9278849
dc.identifier.urihttps://hdl.handle.net/11616/104374
dc.identifier.volume2024en_US
dc.identifier.wosWOS:001263639600001en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.language.isoenen_US
dc.publisherHindawi Ltden_US
dc.relation.ispartofShock and Vibrationen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFree-Vibration Analysisen_US
dc.subjectBeamen_US
dc.subjectBehavioren_US
dc.subjectDamageen_US
dc.titleThe Effect of the Crack-Stiffness Relationship on the System Response in Columns of an SDOF Steel Structure Model under Harmonic and Earthquake Excitationsen_US
dc.typeArticleen_US

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