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Analysis of a historic masonry building

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dc.contributor.author Özmen, Cengiz
dc.contributor.author Er Akan, Aslı
dc.contributor.author Ünay, Ali İhsan
dc.date.accessioned 2017-02-14T13:41:34Z
dc.date.available 2017-02-14T13:41:34Z
dc.date.issued 2011-05
dc.identifier.citation Özmen, C., Er Akan, A., Unay, A.İ. (2011). Analysis of a historic masonry building. Gradevinar, 63(5), 449-458. tr_TR
dc.identifier.issn 0350-2465
dc.identifier.uri http://hdl.handle.net/20.500.12416/1248
dc.description.abstract The paper starts from the observation that historic masonry buildings are often modified and altered to make them fit for present day use. A single-family masonry house in Turkey, situated in an earthquake prone area and built in the early 20(th) century, is studied. The analysis is made based on Turkish regulations for the initial building and for the building after alterations. Introduction of a reinforced-concrete slab has greatly improved seismic resistance of the building tr_TR
dc.language.iso eng tr_TR
dc.publisher Croatian Soc Civil Engineers-HSGI tr_TR
dc.rights info:eu-repo/semantics/closedAccess
dc.subject Historic Structures tr_TR
dc.subject Masonry Building tr_TR
dc.subject Family House tr_TR
dc.subject Earthquake tr_TR
dc.subject Turkey tr_TR
dc.subject Reinforced-Concrete Slab tr_TR
dc.subject Resistance Of A Building tr_TR
dc.title Analysis of a historic masonry building tr_TR
dc.type article tr_TR
dc.relation.journal Gradevinar tr_TR
dc.contributor.authorID 56939 tr_TR
dc.contributor.authorID 4587 tr_TR
dc.identifier.volume 63 tr_TR
dc.identifier.issue 5 tr_TR
dc.identifier.startpage 449 tr_TR
dc.identifier.endpage 458 tr_TR
dc.contributor.department Çankaya Üniversitesi, Mühendislik-MimarlıkFakültesi, Mimarlık Bölümü tr_TR


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