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dc.contributor.authorÖztürk, Sezer
dc.contributor.authorDoran, Bilge
dc.contributor.authorAksoylar, Cenk
dc.date.accessioned2023-02-24T10:03:57Z
dc.date.available2023-02-24T10:03:57Z
dc.date.issued2023en_US
dc.identifier.citationÖZTÜRK, Sezer, Bilge DORAN & Cenk AKSOYLAR. "Effect of Time Step Interval and Time Integration Schemes in Pseudo-Dynamic Analysis". Structures, (2023): 215-230.en_US
dc.identifier.urihttps://hdl.handle.net/11352/4320
dc.description.abstractPseudo Dynamic Analysis technique is an alternative method for exploring structural performance by combining analytical and experimental investigation. Compared to shake table tests, it is a more economical method, and its reliability has been proven over many years of the studies. The damage occurrence and process can be monitored on the test sample due to experiments performed at low speeds. In this study, the behaviour of a single degree of freedom, cantilever column system, under the effect of the pulse load and earthquake record was investigated both numerically and experimentally using Pseudo Dynamic Analysis method. The effects of two different time integration schemes and various time step interval values on analyses were examined in the investigations and the results were compared. Numerical analyses were performed by α-operator splitting method and central differences method, and experimental studies were performed by α-operator splitting method. In experimental investigations, approximate results were obtained with numerical studies for certain values of the time step. At small time interval values, experimental results deteriorated. It is purposed to determine the optimum time step interval value that can be utilised in the Pseudo Dynamic Test method.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.relation.isversionof10.1016/j.istruc.2023.02.013en_US
dc.rightsinfo:eu-repo/semantics/embargoedAccessen_US
dc.subjectPseudo Dynamic Simulationen_US
dc.subjectSteel Structuresen_US
dc.subjectExperimental Investigationen_US
dc.subjectNumerical Studyen_US
dc.titleEffect of Time Step Interval and Time Integration Schemes in Pseudo-Dynamic Analysisen_US
dc.typearticleen_US
dc.relation.journalStructuresen_US
dc.contributor.departmentFSM Vakıf Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume50en_US
dc.identifier.startpage215en_US
dc.identifier.endpage230en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.contributor.institutionauthorÖztürk, Sezer


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