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dc.contributor.authorCakir, Ferit
dc.contributor.authorUysal, Habib
dc.date.accessioned2019-09-01T13:05:46Z
dc.date.available2019-09-01T13:05:46Z
dc.date.issued2015
dc.identifier.issn1296-2074
dc.identifier.issn1778-3674
dc.identifier.urihttps://dx.doi.org/10.1016/j.culher.2014.06.003
dc.identifier.urihttps://hdl.handle.net/20.500.12450/1343
dc.descriptionWOS: 000354543400004en_US
dc.description.abstractPolymer composites have been significantly used for strengthening of masonry structures in order to improve their structural behavior. In this study, the modal parameters and dynamic responses of the brick masonry arches, strengthened with prepreg polymer composites, have been experimentally assessed using experimental and numerical tests. The study was carried out in four major steps. Firstly, prepreg composites and traditional Horasan mortar were produced in the laboratory. In the second step, compression and tensile tests on the materials were conducted to determine the mechanical properties. In the third step, semicircular arches were built with masonry units and the prepreg composites were applied to four different strengthening configurations on the extrados and intrados surface of the arches. Finally, modal parameters of all arches were determined through experimental modal analysis method (EMA). After that, the results of the experimental analysis were compared with the numerical analysis. The results of the analyses show that the prepreg composites play an important role in the strengthening of the brick masonry arches and the prepreg composites enhance the frequencies and damping ratios of the brick masonry arches. (C) 2014 Elsevier Masson SAS. All rights reserved.en_US
dc.description.sponsorshipScientific Research Projects of Ataturk University, Turkey [2012/432]en_US
dc.description.sponsorshipThe research is supported by the Scientific Research Projects of Ataturk University, Turkey through Research Grant 2012/432 is great fully acknowledged. The authors would like to thank Professor Mustafa Yaman, Associate Professor Gurkan Sakar and Research Assistant Volkan Acar and Raci Aydin for their guidance and scientific contributions. In addition, authors especially thanks the Department of Mechanical Engineering at Ege University and Osman Gulsum Restoration Inc. Furthermore, the authors would like to thank Dave Colson from Cleveland State University for continuous support in improving the language of the paper.en_US
dc.language.isoengen_US
dc.publisherELSEVIER FRANCE-EDITIONS SCIENTIFIQUES MEDICALES ELSEVIERen_US
dc.relation.isversionof10.1016/j.culher.2014.06.003en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectPolymer compositesen_US
dc.subjectPrepreg compositesen_US
dc.subjectBrick masonry archesen_US
dc.subjectModal parametersen_US
dc.subjectExperimental modal analysisen_US
dc.subjectFinite element analysis (FEA)en_US
dc.titleExperimental modal analysis of brick masonry arches strengthened prepreg compositesen_US
dc.typearticleen_US
dc.relation.journalJOURNAL OF CULTURAL HERITAGEen_US
dc.identifier.volume16en_US
dc.identifier.issue3en_US
dc.identifier.startpage284en_US
dc.identifier.endpage292en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.contributor.department-temp[Cakir, Ferit] Amasya Univ, Fac Architecture, Amasya, Turkey -- [Uysal, Habib] Ataturk Univ, Fac Engn, Erzurum, Turkeyen_US


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