Structural response of half-scale pumice concrete masonry building: Shake table/ambient vibration tests and FE analysis

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dc.contributor.authorKaya, Ali
dc.contributor.authorRoudane, Boudjamaa
dc.contributor.authorAdanur, Süleyman
dc.contributor.authorSunca, Fezayil
dc.contributor.authorGenç, Ali Fuat
dc.contributor.authorGunaydin, Murat
dc.contributor.authorAltunışık, Ahmet Can
dc.date.accessioned2024-12-05T08:53:03Z
dc.date.available2024-12-05T08:53:03Z
dc.date.issued2024
dc.departmentAÇÜ, Sanat ve Tasarım Fakültesi, Mimarlık Bölümüen_US
dc.description.abstractSeismic performance evaluation of masonry structures is of paramount importance for ensuring the safety and resilience of buildings in earthquake-prone regions. There are limited number of studies on pumice elements in the literature. In addition, there are almost no studies investigating the earthquake behavior of pumice masonry building as a whole structure. In this context, a comprehensive understanding of their seismic response and dynamic characteristics has been lacking. To address this knowledge gap, a shake-table experimental campaign was undertaken, wherein half-scale pumice masonry building was exposed to simulated seismic forces. To enhance the experimental findings, numerical simulations were performed to confirm and expand our comprehension of how the pumice masonry structure responds to dynamic forces. Integrating both experimental and numerical outcomes provides a holistic understanding of how pumice masonry buildings behave during seismic events. At the end of the experimental study, the frequency values of the pumice model were observed to decrease up to 23.5% in the modes compared to the undamaged state. In the numerical model, this value decreases up to 19.85%. For the undamaged and damaged model, the first three experimental mode shapes were similar to the numerical mode shapes. Both experimental and numerical results show that the expected damages occur in the same regions. These results show that nonlinear FE models can be helpful in determining potential damage model locations. The findings have implications for the seismic design and retrofitting of similar traditional masonry buildings, facilitating the development of resilient and sustainable engineering solutions in seismic-prone regions.
dc.identifier.doi10.1007/s11012-024-01849-4
dc.identifier.endpage1190en_US
dc.identifier.issn0025-6455
dc.identifier.issue7en_US
dc.identifier.scopusqualityQ2
dc.identifier.startpage1159en_US
dc.identifier.urihttps://doi.org/10.1007/s11012-024-01849-4
dc.identifier.urihttps://hdl.handle.net/11494/5113
dc.identifier.volume59en_US
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media B.V.en_US
dc.relation.ispartofMeccanica
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectAmbient Vibration Testen_US
dc.subjectDamageen_US
dc.subjectDynamic Characteristicsen_US
dc.subjectFinite Element Analysisen_US
dc.subjectPumice Concreteen_US
dc.subjectShake Table Testen_US
dc.titleStructural response of half-scale pumice concrete masonry building: Shake table/ambient vibration tests and FE analysisen_US
dc.typeArticle

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