Post-earthquake damage assessments of unreinforced masonry (URM) buildings by shake table test and numerical visualization

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dc.authoridAli Kaya / 235460en_US
dc.contributor.authorKaya, Ali
dc.contributor.authorAdanur, Süleyman
dc.contributor.authorBello, Ridwan Adebayo
dc.contributor.authorGenç, Ali Fuat
dc.contributor.authorOkur, Fatih Yesevi
dc.contributor.authorSunca, Fezayil
dc.contributor.authorSevim, Barış
dc.date.accessioned2022-12-26T10:29:29Z
dc.date.available2022-12-26T10:29:29Z
dc.date.issued2023
dc.departmentAÇÜ, Mühendislik Fakültesi, Çevre Mühendisliği Bölümüen_US
dc.description.abstractMasonry structures are one of the structures most affected by earthquakes. In addition, since masonry structures constitute a large part of the building inventory, it is important to determine the dynamic characteristics of these structures. The present study is aimed to evaluate the seismic performance of a half-scale hollow brick unreinforced masonry (URM) building considering different damage states. Shake table test was conducted with seven loading conditions. In order to obtain different damage states, seismic excitations were applied incrementally to structure. After each loading, the damage conditions and the corresponding damage patterns were examined comparatively, and the structure collapsed in the last loading condition. To experimentally observe the damage, the modal parameters for un-damaged and damaged situations of the building were identified by ambient vibration tests performed before and after the seismic loadings. The experimental results obtained were then compared with the analyses made in numerical softwares, and similar results were obtained.
dc.identifier.citationKaya, A., Adanur, S., Bello, R. A., Genç, A. F., Okur, F. Y., Sunca, F., Günaydin, M., Altunişik, A. C., & Sevim, B. (2023). Post-earthquake damage assessments of unreinforced masonry (URM) buildings by shake table test and numerical visualization. Engineering Failure Analysis, 143, 106858.en_US
dc.identifier.doi10.1016/j.engfailanal.2022.106858
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1016/j.engfailanal.2022.106858
dc.identifier.urihttps://hdl.handle.net/11494/4325
dc.identifier.volume143en_US
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorKaya, Ali
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofEngineering Failure Analysis
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAmbient vibration testen_US
dc.subjectBricken_US
dc.subjectMasonryen_US
dc.subjectShake tableen_US
dc.subjectEarthquake simulationen_US
dc.subjectBlenderen_US
dc.titlePost-earthquake damage assessments of unreinforced masonry (URM) buildings by shake table test and numerical visualizationen_US
dc.typeArticle

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