Seismic performance of existing RC framed buildings using pushover analysis method

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dc.authorid0000-0003-4668-3938
dc.contributor.authorGüneş, Barış
dc.contributor.authorCoşgun, Turgay
dc.contributor.authorMangır, Atakan
dc.contributor.authorSayın, Barış
dc.date.accessioned2021-10-20T08:37:28Z
dc.date.available2021-10-20T08:37:28Z
dc.date.issued2021
dc.departmentİstanbul Medipol Üniversitesi, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractThe aim of this study is to present a methodology on the determination of the seismic performance of existing reinforced concrete (RC) structures subjected to earthquake effects. This paper focuses on the assessment of existing RC structures with a nonlinear analysis (pushover analysis) method. The research is presented with the case study of an existing RC structure. The investigations on this RC structure is done with the field surveys, lab studies and numerical analyses. The first stage of the study includes the assessment of the compliance between the architectural and structural design projects of the related structure. Necessary checks have been made whether the projects of the structure are consistent with its existing state. Secondly, on-site mechanical tests were conducted on the structural members, and laboratory tests were performed on the samples collected from the structure. In the last stage, the seismic performance of the structure was determined based on the three-dimensional finite element model prepared for the existing state of the structure. The analysis results are discussed considering the target performance level parameter. The results have shown the importance of designating the appropriate target performance level in the evaluation of the seismic performance of RC structures.
dc.identifier.citationGüneş, B., Mangır, A., Coşgun, T. ve Sayın, B. (2021). Seismic performance of existing RC framed buildings using pushover analysis method. 6th International Conference on Harmony Search, Soft Computing and Applications, ICHSA içinde (235-248. ss.). İstanbul, 22-24 April 2020. https://dx.doi.org/10.1007/978-981-15-8603-3_21
dc.identifier.doi10.1007/978-981-15-8603-3_21
dc.identifier.endpage248
dc.identifier.isbn9789811586026
dc.identifier.issn2194-5357
dc.identifier.scopusqualityN/A
dc.identifier.startpage235
dc.identifier.urihttps://dx.doi.org/10.1007/978-981-15-8603-3_21
dc.identifier.urihttps://hdl.handle.net/20.500.12511/8480
dc.identifier.volume1275
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer Science and Business Media Deutschland GmbH
dc.relation.ispartof6th International Conference on Harmony Search, Soft Computing and Applications, ICHSAen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/embargoedAccess
dc.subjectSeismic Performance
dc.subjectExisting RC Structures
dc.subjectFibre Modelling Method
dc.subjectPushover Analysis
dc.titleSeismic performance of existing RC framed buildings using pushover analysis method
dc.typeConference Object

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