Investigation on seismic isolation retrofit of a historical masonry structure

MakaleYalnız künyeScopus SJRQ2
  • SDG 9 · Sanayi, Yenilikçilik ve Altyapı
  • SDG 11 · Sürdürülebilir Şehirler ve Topluluklar

Özet

In 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.

Anahtar Kelimeler

RDL Kalıcı Bağlantı (PID)
https://rdlopen.rawdatalibrary.net/r/bayburt/13779Resmi atıflarda kullanılan kalıcı adres
DOI
https://doi.org/10.12989/eas.2019.16.4.501Yayıncı resmi DOI adresi
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Tam Kayıt
AlanDeğerDil
dc.contributor.authorArtar, Musa
dc.contributor.authorÇoban, Keziban
dc.contributor.authorYurdakul, Muhammet
dc.contributor.authorCan, Ömer
dc.contributor.authorYilmaz, Fatih
dc.contributor.authorYildiz, Mehmet B.
dc.date.accessioned2026-10-29T19:11:26.703946308Z
dc.date.available2026-10-29T19:11:26.703946308Z
dc.date.issued2019
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.
dc.description.sponsorshipBayburt Üniversitesi, BÜ, (2018/01-69001-15)
dc.description.sponsorshipBayburt Üniversitesi, BÜ
dc.identifier.doi10.12989/eas.2019.16.4.501
dc.identifier.eissn2092-7622
dc.identifier.endpage512
dc.identifier.issn2092-7614
dc.identifier.issue4
dc.identifier.scopus2-s2.0-85064613983
dc.identifier.startpage501
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/bayburt/13779
dc.identifier.volume16
dc.identifier.wosWOS:000465393100010
dc.language.isoen
dc.publisherTechno Press
dc.relation.ispartofEarthquake and Structures
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectExperimental tests
dc.subjectFEM model
dc.subjectHistorical masonry structure
dc.subjectSeismic isolation retrofit
dc.subjectSeismic vulnerability assessment
dc.subject.classificationEngineering, Civil
dc.subject.classificationEngineering, Geological
dc.subject.classificationEngineering
dc.subject.otherBrick
dc.subject.otherMechanical properties
dc.subject.otherRetrofitting
dc.subject.otherRubber
dc.subject.otherExperimental test
dc.subject.otherFEM modeling
dc.subject.otherMasonry structures
dc.subject.otherSeismic isolation
dc.subject.otherSeismic vulnerability
dc.subject.otherEarthquakes
dc.titleInvestigation on seismic isolation retrofit of a historical masonry structure
dc.typeArticle
rdl.citation.openalex6
rdl.citation.scopus12
rdl.citation.wos12
rdl.oa.statusclosed
rdl.scopus.quartileQ2
rdl.sdgSDG11
rdl.sdgSDG09
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)