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dc.contributorMühendislik Fakültesi / Faculty of Engineering İnşaat Mühendisliği / Civil Engineeringtr_TR
dc.contributor.authorTürk, Ahmet Murat
dc.contributor.authorCoşgun, Cumhur
dc.date.accessioned2018-12-19T14:20:05Z
dc.date.available2018-12-19T14:20:05Z
dc.date.issued2012
dc.identifier64tr_TR
dc.identifier64tr_TR
dc.identifier64tr_TR
dc.identifier.issn0350-2465
dc.identifier.urihttps://hdl.handle.net/11413/4050
dc.description.abstractThe dynamic behaviour of block masonry minaret of a historical mosque in Istanbul is analyzed, and a seismic retrofit method is proposed. Due to high seismicity of the region, a 3D finite element model is used to determine lateral displacements and failure modes under seismic load. The analyses show that the highest damage usually occurs at the base and the lower part of the minaret, and that lateral behaviour can be improved by strengthening these sections with fiber reinforced polymer (FRP) sheets. The results obtained are promising in terms of seismic protection.
dc.language.isoen_UStr_TR
dc.relationGradevinartr_TR
dc.titleSeismic Behaviour and Retrofit of Historic Masonry Minarettr_TR
dc.typeArticletr_TR
dc.contributor.authorID116137tr_TR
dc.contributor.authorID113353tr_TR


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