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Seismic assessment of historical masonry structures: The case of Amasya Tashan

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dc.contributor.author Karaca, Zeki
dc.contributor.author Turkeli, Erdem
dc.contributor.author Pergel, Senol
dc.date.accessioned 2024-03-19T06:58:32Z
dc.date.available 2024-03-19T06:58:32Z
dc.date.issued 2017
dc.identifier.citation Karaca, Z., Türkeli, E., Pergel, S. (2017). Seismic assessment of historical masonry structures: The case of Amasya Tashan. Comput. Concr., 20(4), 409-418. https://doi.org/10.12989/cac.2017.20.4.409 en_US
dc.identifier.issn 1598-8198
dc.identifier.issn 1598-818X
dc.identifier.uri http://dx.doi.org/10.12989/cac.2017.20.4.409
dc.identifier.uri https://www.webofscience.com/wos/woscc/full-record/WOS:000415699000004
dc.identifier.uri http://earsiv.odu.edu.tr:8080/xmlui/handle/11489/4770
dc.description WoS Categories: Computer Science, Interdisciplinary Applications; Construction & Building Technology; Engineering, Civil; Materials Science, Characterization & Testing en_US
dc.description Web of Science Index: Science Citation Index Expanded (SCI-EXPANDED) en_US
dc.description Research Areas: Computer Science; Construction & Building Technology; Engineering; Materials Science en_US
dc.description.abstract Turkey 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. en_US
dc.language.iso eng en_US
dc.publisher TECHNO-PRESS-DAEJEON en_US
dc.relation.isversionof 10.12989/cac.2017.20.4.409 en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Amasya Tashan, strengthening, structural safety assessment, masonry en_US
dc.subject FIBER-REINFORCED POLYMERS, BEHAVIOR, VAULTS en_US
dc.title Seismic assessment of historical masonry structures: The case of Amasya Tashan en_US
dc.type article en_US
dc.relation.journal COMPUTERS AND CONCRETE en_US
dc.contributor.department Ordu Üniversitesi en_US
dc.contributor.authorID 0000-0003-1130-5259 en_US
dc.identifier.volume 20 en_US
dc.identifier.issue 4 en_US
dc.identifier.startpage 409 en_US
dc.identifier.endpage 418 en_US


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