Please use this identifier to cite or link to this item: http://hdl.handle.net/11452/29146
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dc.contributor.authorUral, Ali-
dc.contributor.authorMeraki, Şakir-
dc.date.accessioned2022-10-19T12:05:06Z-
dc.date.available2022-10-19T12:05:06Z-
dc.date.issued2013-09-
dc.identifier.citationUral, A. vd. (2013). "Response evaluation of historical crooked minaret under wind and earthquake loadings". Wind and Structures, 17(3), 345-359.en_US
dc.identifier.issn1226-6116-
dc.identifier.issn1598-6225-
dc.identifier.urihttps://doi.org/10.12989/was.2013.17.3.345-
dc.identifier.urihttp://www.techno-press.org/content/?page=article&journal=was&volume=17&num=3&ordernum=6-
dc.identifier.urihttp://hdl.handle.net/11452/29146-
dc.description.abstractTurkey has been hosted various civilizations throughout centuries and it has become one of the oldest settlements all over the world due to the geographical location. Therefore, it has accommodated innumerable historical structures remain from the past civilizations. Protection and conservation of these historical constructions should be the major points for continuity of history. Crooked minaret is one of between these historical invaluable structures. It is located at the city of Aksaray and it dates back approximately 800 years. The minaret has lost its vertical position in time and bends on the North-West direction. In this study, general information is given about minarets and some restoration recommendations are given for crooked minaret based on performed some finite element structural analyses. These analyses are considered into three cases; 1-Dead loading, 2-Wind loading, and 3-Earthquake loadings. Results from the analyses are discussed detailed and some useful recommendations are given in the end of the study.en_US
dc.language.isoenen_US
dc.publisherTecno-pressen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectConstruction & building technologyen_US
dc.subjectEngineeringen_US
dc.subjectMechanicsen_US
dc.subjectCrooked minareten_US
dc.subjectAksarayen_US
dc.subjectFinite element methoden_US
dc.subjectLUSASen_US
dc.subjectRestorationen_US
dc.subjectWinden_US
dc.subjectSeismic performanceen_US
dc.subjectDynamic-responseen_US
dc.subjectMasonry minareten_US
dc.subjectProtectionen_US
dc.subjectTurkeyen_US
dc.subjectEarthquakesen_US
dc.subjectFinite element methoden_US
dc.subjectImage reconstructionen_US
dc.subjectRestorationen_US
dc.subjectTowersen_US
dc.subjectWinden_US
dc.subjectCrooked minareten_US
dc.subjectEarthquake loadingsen_US
dc.subjectFinite element structural analysisen_US
dc.subjectGeographical locationsen_US
dc.subjectHistorical constructionen_US
dc.subjectHistorical structuresen_US
dc.subjectLUSASen_US
dc.subjectLoadingen_US
dc.titleResponse evaluation of historical crooked minaret under wind and earthquake loadingsen_US
dc.typeArticleen_US
dc.identifier.wos000324859800006tr_TR
dc.identifier.scopus2-s2.0-84885032795tr_TR
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergitr_TR
dc.contributor.departmentUludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü.tr_TR
dc.contributor.orcid0000-0002-1867-7103tr_TR
dc.identifier.startpage345tr_TR
dc.identifier.endpage359tr_TR
dc.identifier.volume17tr_TR
dc.identifier.issue3tr_TR
dc.relation.journalWind and Structuresen_US
dc.contributor.buuauthorDoǧangün, Adem-
dc.contributor.researcheridAAR-6126-2020tr_TR
dc.relation.collaborationYurt içitr_TR
dc.relation.collaborationSanayitr_TR
dc.subject.wosConstruction & building technologyen_US
dc.subject.wosEngineering, civilen_US
dc.subject.wosMechanicsen_US
dc.indexed.wosSCIEen_US
dc.indexed.scopusScopusen_US
dc.wos.quartileQ2 (Construction & building technology)en_US
dc.wos.quartileQ3en_US
dc.contributor.scopusid6602349830tr_TR
dc.subject.scopusMasonry; Minaret; Seismicen_US
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