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dc.contributor.authorAras, Fuaten_US
dc.contributor.authorAkbaş, Tolgaen_US
dc.contributor.authorEkşi, Hızıren_US
dc.contributor.authorÇeribaşı, Seyiten_US
dc.date.accessioned2020-05-18T06:39:32Z
dc.date.available2020-05-18T06:39:32Z
dc.date.issued2020-08
dc.identifier.citationAras, F., Akbas, T., Ekşi, H., Çeribaşı, S. (2020). Progressive damage analyses of masonry buildings by dynamic analyses, International Journal Of Civil Engineering, 18(8A), 903-917. doi:10.1007/s40999-020-00508-5en_US
dc.identifier.issn1735-0522en_US
dc.identifier.issn2383-3874en_US
dc.identifier.urihttps://hdl.handle.net/11729/2324
dc.identifier.urihttp://dx.doi.org/10.1007/s40999-020-00508-5
dc.descriptionThis study was supported by the Scientific and Technological Research Council of Turkey (TUBITAK) under Research Grant No. 116M254en_US
dc.description.abstractThis study investigates the effects of prescribed damage on the walls of masonry buildings by experimental and numerical methods. Ambient vibration survey method was applied to an existing, two-story, unreinforced masonry building to determine its dynamic characteristics, such as mode shapes and natural frequencies. Then, the walls on two exterior sides of the building were demolished, and dynamic testing was repeated for the damaged building. As the next step, the amount of damage on the building was increased by more impacts, and the dynamic characteristics of the heavily damaged building were identified. The results obtained from the undamaged, damaged and heavily damaged building were compared, and the damage effect on the natural frequencies of the building was noted. Besides, finite element analyses of the undamaged, damaged and heavily damaged buildings were performed. It was found that, the numerical models, constructed with code-based material properties, do not sufficiently represent the dynamic behavior of masonry buildings. Secondly, as the result of the sustained damage, while the experimental and the numerical modal analyses revealed the decrease in the dominant frequencies of the building, the difference between them increases with the severity of the damage. With the framework presented in this study, the behavior of masonry buildings can better be determined and used for analysis purposes.en_US
dc.language.isoenen_US
dc.publisherSpringer International Publishing AGen_US
dc.relation.ispartofInternational Journal Of Civil Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectVibration surveyen_US
dc.subjectMasonryen_US
dc.subjectFull-scale testen_US
dc.subjectNumerical modelen_US
dc.subjectIdentificationen_US
dc.subjectWallsen_US
dc.subjectPerformanceen_US
dc.subjectModelen_US
dc.titleProgressive damage analyses of masonry buildings by dynamic analysesen_US
dc.typeArticleen_US
dc.description.versionPublisher's Versionen_US
dc.departmentIşık Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.departmentIşık University, Faculty of Engineering, Department of Civil Engineeringen_US
dc.identifier.volume18
dc.identifier.issue8A
dc.identifier.issueSI
dc.identifier.startpage903
dc.identifier.endpage917
dc.peerreviewedYesen_US
dc.publicationstatusPublisheden_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.institutionauthorEkşi, Hızıren_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.indekslendigikaynakScience Citation Index Expanded (SCI-EXPANDED)en_US
dc.identifier.wosqualityQ3
dc.identifier.wosqualityQ3en_US
dc.identifier.wosWOS:000530235200001
dc.identifier.wosWOS:000530235200001en_US
dc.identifier.scopus2-s2.0-85085143564en_US
dc.identifier.doi10.1007/s40999-020-00508-5
dc.identifier.scopusqualityQ2en_US


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