Investigation on seismic isolation retrofit of a historical masonry structure

Basit Öğe Kaydı
dc.contributor.authorArtar, Musa
dc.contributor.authorCoban, Keziban
dc.contributor.authorYurdakul, Muhammet
dc.contributor.authorCan, Omer
dc.contributor.authorYilmaz, Fatih
dc.contributor.authorYildiz, Mehmet B.
dc.date.accessioned2024-10-04T18:51:19Z
dc.date.available2024-10-04T18:51:19Z
dc.date.issued2019
dc.departmentBayburt Üniversitesien_US
dc.description.abstractIn this study, seismic vulnerability assessment and seismic isolation retrofit of Bayburt Yakutiye Mosque is investigated. Bayburt Yakutiye Mosque was built in the early 19th century at about 30-meter distance to Coruh river in the center of Bayburt in Turkey. The walls of historical masonry structure were built with regional white and yellow stones and the domes of the mosque was built with masonry bricks. This study is completed in four basic phases. In first phase, experimental determination of the regional white stone used in the historical structure are investigated to determine mechanical properties as modulus of elasticity, poison ratio and compression strengths etc. The required information of the other materials such as masonry brick and the regional yellow stone are obtained from literature studies. In the second phase, three dimensional finite element model (FEM) of the historical masonry structure is prepared with 4738 shell elements and 24789 solid elements in SAP2000 software. In third phase, the vulnerability assessment of the historical mosque is researched under seismic loading such as Erzincan (13 March 1992), Kocaeli (17 August 1999) and Van (23 November 2011) earthquakes. In this phase, the locations where damage can occur are determined. In the final phase, rubber base isolators for seismic isolation retrofit is used in the macro model of historical masonry mosque to prevent the damage risk. The results of all analyses are comparatively evaluated in details and presented in tables and graphs. The results show that the application of rubber base isolators can prevent to occur the destructive effect of earthquakes.en_US
dc.description.sponsorshipscientific research project fund of Bayburt University [2018/01-69001-15]en_US
dc.description.sponsorshipThis work is supported by the scientific research project fund of Bayburt University under the project number 2018/01-69001-15.en_US
dc.identifier.doi10.12989/eas.2019.16.4.501
dc.identifier.endpage512en_US
dc.identifier.issn2092-7614
dc.identifier.issn2092-7622
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-85064613983en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage501en_US
dc.identifier.urihttps://doi.org/10.12989/eas.2019.16.4.501
dc.identifier.urihttp://hdl.handle.net/20.500.12403/3459
dc.identifier.volume16en_US
dc.identifier.wosWOS:000465393100010en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTechno-Pressen_US
dc.relation.ispartofEarthquakes and Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectseismic vulnerability assessmenten_US
dc.subjectexperimental testsen_US
dc.subjecthistorical masonry structureen_US
dc.subjectFEM modelen_US
dc.subjectseismic isolation retrofiten_US
dc.titleInvestigation on seismic isolation retrofit of a historical masonry structureen_US
dc.typeArticleen_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu