Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/9407
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dc.contributor.authorUzun, Ertuğrul Türker-
dc.contributor.authorGücü, İlker-
dc.contributor.authorArslan, Tolga-
dc.contributor.authorKalkan, Şevket Onur-
dc.date.accessioned2020-07-25T22:10:46Z-
dc.date.available2020-07-25T22:10:46Z-
dc.date.issued2019-
dc.identifier.issn1757-8981-
dc.identifier.urihttps://doi.org/10.1088/1757-899X/471/2/022003-
dc.identifier.urihttps://hdl.handle.net/11147/9407-
dc.description3rd World Multidisciplinary Civil Engineering, Architecture, Urban Planning Symposium (WMCAUS) -- JUN 18-22, 2018 -- Prague, CZECH REPUBLICen_US
dc.description.abstractMasonry structures have been preferred for centuries in most of the countries across the world because they are easy to build and economical due to the use of local materials in their construction. As a result of high usage volume, masonry structures that created the architectural section of history and culture constitute an important part of the current building stock despite the developing and diversified construction techniques nowadays. The protection of these structures, which are important both in terms of their cultural values and their transfer to future generations, is of great importance in the architectural point of view. For this purpose, a masonry structure from Foca is selected. The material properties and architectural plan of the structure are determined in accordance with the original one. The structure is modelled by using a software program under seismic effects. Displacement and stress values for each acceleration record are obtained. Besides, an evaluation is made in the direction of the analysis results and it is determined according to the seismic performance of the structure. After that, the structure is retrofitted according to the current design codes and without distorting the architectural perspective. This study aims to increase the structural strength of the case building by using conventional and modern techniques for the recovery of the structure.en_US
dc.language.isoenen_US
dc.publisherIOP Publishingen_US
dc.relation.ispartofWorld Multidisciplinary Civil Engineering, Architecture, Urban Planning Symposium, WMCAUS 2018en_US
dc.relation.ispartofseriesIOP Conference Series-Materials Science and Engineering-
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.titleRetrofitting of masonry structures considering the architectural perspective: A case study in Foca, Izmiren_US
dc.typeConference Objecten_US
dc.institutionauthorUzun, Ertuğrul Türker-
dc.institutionauthorGücü, İlker-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume471en_US
dc.identifier.wosWOS:000465811800003en_US
dc.identifier.scopus2-s2.0-85062453262en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1088/1757-899X/471/2/022003-
dc.relation.doi10.1088/1757-899X/471/2/022003en_US
dc.coverage.doi10.1088/1757-899X/471/2/022003en_US
dc.identifier.scopusquality--
item.openairetypeConference Object-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextopen-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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