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dc.contributor.authorAras, F.
dc.contributor.authorKrstevska, L.
dc.contributor.authorAltay, G.
dc.contributor.authorTashkov, L.
dc.date.accessioned2019-10-21T20:41:54Z
dc.date.available2019-10-21T20:41:54Z
dc.date.issued2011
dc.identifier.issn0950-0618
dc.identifier.urihttps://dx.doi.org/10.1016/j.conbuildmat.2010.06.054
dc.identifier.urihttps://hdl.handle.net/11421/20914
dc.descriptionWOS: 000283632300010en_US
dc.description.abstractThis study presents the determination of modal properties of a historical masonry palace built between 1861 and 1865 in Istanbul. Both an experimental and a numerical study have been performed. The experimental study was based on ambient vibration survey while numerical analysis was based on finite element analysis of the structure. The results of the experimental study were used to tune the numerical model of the structure. As the most doubtful parameter, the modulus of elasticity of the masonry was adjusted to achieve the experimental results with numerical model by simple operations. Obtaining good consistency between the experimental and numerical analysis, the study revealed the dynamic properties of the palaceen_US
dc.language.isoengen_US
dc.publisherElsevier Sci LTDen_US
dc.relation.isversionof10.1016/j.conbuildmat.2010.06.054en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectHistorical Structuresen_US
dc.subjectDynamic Investigationen_US
dc.subjectAmbient Vibration Surveyen_US
dc.subjectModal Tuningen_US
dc.titleExperimental and numerical modal analyses of a historical masonry palaceen_US
dc.typearticleen_US
dc.relation.journalConstruction and Building Materialsen_US
dc.contributor.departmentAnadolu Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume25en_US
dc.identifier.issue1en_US
dc.identifier.startpage81en_US
dc.identifier.endpage91en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US]


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