Ambient vibration based-simplified frequency formulas for historical masonry stone mosques with timber truss roofs

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dc.authoridBAYRAKTAR, Alemdar/0000-0002-8973-9228
dc.authorid, TEMEL/0000-0001-5632-693X
dc.contributor.authorCalik, Ismet
dc.contributor.authorBayraktar, Alemdar
dc.contributor.authorTurker, Temel
dc.contributor.authorKaradeniz, Halil
dc.date.accessioned2025-03-26T17:34:58Z
dc.date.available2025-03-26T17:34:58Z
dc.date.issued2020
dc.departmentİstanbul Esenyurt Üniversitesi, Fakülteler, Mühendislik ve Mimarlık Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractHistorical masonry stone mosques with timber truss roofs were widely constructed all over the world. Due to the complex structural behaviors of this type of building, it is difficult to determine natural frequencies during the seismic safety evaluations numerically. The article aims to develop simplified natural frequency formulas based on ambient vibrations for the historical masonry stone mosques with timber truss roofs. Fourteen masonry stone mosques with timber truss roofs built in the Eastern Black Sea Region of Turkey are selected for the study. Experimental natural frequencies, mode shapes and damping ratios of the selected mosques under ambient vibrations are determined using the Operational Modal Analyses. Ambient vibration-based simplified natural frequency formulas based on the geometrical dimensions for the masonry stone mosques with timber truss roofs are obtained by using the statistical regression analysis. The proposed formulas for the first three frequencies are verified with the control data.
dc.description.sponsorshipTUBITAK [106M038, 2005.112.001.1, 2006.112.001.1]; Karadeniz Technical University [106M038, 2005.112.001.1, 2006.112.001.1]; Trabzon Regional Directorate of Foundation
dc.description.sponsorshipThis research was implemented by using the measurement system provided by the projects from TUBITAK and Karadeniz Technical University under Research grant number 106M038, 2005.112.001.1and 2006.112.001.1, respectively. Many thanks to Trabzon Regional Directorate of Foundation and its valuable personnel for their supports and permissions.
dc.identifier.doi10.1080/13556207.2020.1790145
dc.identifier.endpage264
dc.identifier.issn1355-6207
dc.identifier.issn2326-6384
dc.identifier.issue3
dc.identifier.scopus2-s2.0-85088386426
dc.identifier.scopusqualityQ1
dc.identifier.startpage247
dc.identifier.urihttps://doi.org/10.1080/13556207.2020.1790145
dc.identifier.urihttps://hdl.handle.net/20.500.14704/976
dc.identifier.volume26
dc.identifier.wosWOS:000550701800001
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherRoutledge Journals, Taylor & Francis Ltd
dc.relation.ispartofJournal of Architectural Conservation
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WOS_20250326
dc.subjectmasonry stone mosques with timber truss roofs; experimental dynamic characteristics; ambient vibration test; simplified frequency formula; damping ratio
dc.titleAmbient vibration based-simplified frequency formulas for historical masonry stone mosques with timber truss roofs
dc.typeArticle

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