Publication:
Seismic Assessment of Historical Masonry Structures: The Case of Amasya Tashan

dc.authorscopusid24280137000
dc.authorscopusid54924484300
dc.authorscopusid57196465223
dc.contributor.authorKaraca, Z.
dc.contributor.authorTürkeli, E.
dc.contributor.authorPergel, S.
dc.date.accessioned2020-06-21T13:18:06Z
dc.date.available2020-06-21T13:18:06Z
dc.date.issued2017
dc.departmentOndokuz Mayıs Üniversitesien_US
dc.department-temp[Karaca] Zeki, Department of Civil Engineering, Ondokuz Mayis Üniversitesi, Samsun, Turkey; [Türkeli] Erdem, Construction Department, Ordu Üniversitesi, Ordu, Turkey; [Pergel] Senol, Ilbank Directorate of Committee of Inspection, Ankara, Turkeyen_US
dc.description.abstractTurkey owns a very important cultural and historical heritage that bears the traces of thousands of years of culture and civilization. It is an inevitable duty to carry these treasuries to the future generations. In this paper, structural safety assessment and strengthening stages of one of these important historical heritages namely Amasya Tashan was investigated in details as a case study. For this purpose, the detailed architectural projects of the structure with the information of all load carrying and structural elements were prepared. Then, the structural dynamic analyses were performed by using SAP2000. The internal forces obtained from the dynamic analyses determined the weak regions. By obtaining the information from dynamic analyses, the method of state of the art technique of application of the structure that needs structural strengthening was selected. The last step is the application of these precautions to the whole structure. At the end of this study, this study not also contains several strengthening techniques that is used in one masonry structure together but also provides a useful reference to the practicing engineers. © © 2017 Techno-Press, Ltd.en_US
dc.identifier.doi10.12989/cac.2017.20.4.409
dc.identifier.endpage418en_US
dc.identifier.issn1598-8198
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-85033464782
dc.identifier.scopusqualityQ1
dc.identifier.startpage409en_US
dc.identifier.urihttps://doi.org/10.12989/cac.2017.20.4.409
dc.identifier.volume20en_US
dc.identifier.wosWOS:000415699000004
dc.identifier.wosqualityQ1
dc.language.isoenen_US
dc.publisherTechno Press technop2@chollian.neten_US
dc.relation.ispartofComputers and Concreteen_US
dc.relation.journalComputers and Concreteen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAmasya Tashanen_US
dc.subjectMasonryen_US
dc.subjectStrengtheningen_US
dc.subjectStructural Safety Assessmenten_US
dc.titleSeismic Assessment of Historical Masonry Structures: The Case of Amasya Tashanen_US
dc.typeArticleen_US
dspace.entity.typePublication

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