Full-scaled experimental and numerical investigation on the contribution of masonry infill walls into dynamic behavior of RC buildings

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dc.authorid0000-0002-2632-1043en_US
dc.contributor.authorAras, Fuat
dc.contributor.authorAkbaş, Tolga
dc.contributor.authorÇeribaşı, Seyit
dc.contributor.authorÇatbaş, Fikret Necati
dc.date.accessioned2024-07-12T20:59:01Z
dc.date.available2024-07-12T20:59:01Z
dc.date.issued2022en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractThe contribution of masonry infill walls (MIW) to the dynamic behavior of reinforced concrete (RC) buildings is investigated in this study. An existing non-symmetrical, six-story reinforced concrete building has been used as a test specimen. Dynamic characteristics of the building have been determined by the ambient vibration survey (AVS) first. Then, the masonry infill walls on its ground floor were completely demolished, and the obtained new form of the building was studied by AVS. Later on, two forms of the building were modeled to visualize its behavior under ambient conditions, and the dynamic characteristics of the building have been determined numerically. The attained experimental and numerical results for both forms of the building were compared, and the constructed numerical models of the building were calibrated by an interactive tuning algorithm defined according to the specific dynamic features of the building. As the last numerical analysis, all MIW were removed from the verified numerical model of the building and the dynamic analysis was repeated. The main goal of the study was accomplished by comparing the experimentally and numerically obtained dynamic results on the basis of dominant frequencies, mode shapes, torsional behavior, and soft story mechanism.en_US
dc.identifier.citationAras, F., Akbaş, T., Çeribaşı, S. and Çatbaş, F.N. (2022). Full-scaled experimental and numerical investigation on the contribution of masonry infill walls into dynamic behavior of RC buildings. Structural Control and Health Monitoring, 29(12), p.1-17.en_US
dc.identifier.doi10.1002/stc.3141
dc.identifier.endpage17en_US
dc.identifier.issn1545-2255
dc.identifier.issue12en_US
dc.identifier.scopus2-s2.0-85141473257en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage1en_US
dc.identifier.urihttps://doi.prg/10.1002/stc.3141
dc.identifier.urihttps://hdl.handle.net/20.500.12415/3255
dc.identifier.volume29en_US
dc.identifier.wosWOS:000879088000001en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorÇeribaşı, Seyit
dc.language.isoenen_US
dc.publisherHindawi Limiteden_US
dc.relation.ispartofStructural Control and Health Monitoringen_US
dc.relation.publicationcategoryUluslararası Hakemli Dergide Makale - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.snmzKY03447
dc.subjectBuilding irregularityen_US
dc.subjectDynamic propertiesen_US
dc.subjectMasonry infill wallsen_US
dc.subjectMonitoringen_US
dc.subjectOperational modal analysisen_US
dc.subjectReinforced concreteen_US
dc.titleFull-scaled experimental and numerical investigation on the contribution of masonry infill walls into dynamic behavior of RC buildingsen_US
dc.typeArticle
dspace.entity.typePublication

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