In-Plane Shear Behavior of Traditional Masonry Walls

Basit Öğe Kaydı
dc.authoridYUZER, Nabi/0000-0003-0269-0140
dc.authoridOktay, Didem/0000-0002-0093-1994
dc.contributor.authorDoran, Bilge
dc.contributor.authorKoksal, H. Orhun
dc.contributor.authorAktan, Selen
dc.contributor.authorUlukaya, Serhan
dc.contributor.authorOktay, Didem
dc.contributor.authorYuzer, Nabi
dc.date.accessioned2025-01-27T20:31:18Z
dc.date.available2025-01-27T20:31:18Z
dc.date.issued2017
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractThe evaluation of the material properties of masonry built with traditional lime mortar remains largely unclear to what extent the complex mechanical behavior of its constituents and sampling difficulties. This article presents the experimental results of a research project carried out on the four unreinforced masonry (URM) walls with four different types of lime mortars used in the Roman and Byzantine periods under shear-compression. Besides, an elasto-plastic damage (EPD) approach is adapted calibrating the parameters of Oliver's damage model and the modified von-Mises yield criterion for the masonry constituents. For the modeling purposes, a new fictitious joint material approach is introduced to describe the constitutive behavior of both mortar and mortar-brick interface. The proposed approach can be useful to describe the behavior of mortar and mortar-unit interface in existing masonry structures.
dc.description.sponsorshipThe Scientific and Technological Research Council of Turkey [111M568]; Yildiz Technical University Research Foundation [2011-05-01-DOP01]
dc.description.sponsorshipThis work was supported by the research grants of The Scientific and Technological Research Council of Turkey (Project No. 111M568). The authors thank Yildiz Technical University Research Foundation for financial support (Project No. 2011-05-01-DOP01) and Isiklar Building Materials Inc. for supplying the raw clay mortars.
dc.identifier.doi10.1080/15583058.2016.1207114
dc.identifier.endpage291
dc.identifier.issn1558-3058
dc.identifier.issn1558-3066
dc.identifier.issue2
dc.identifier.scopus2-s2.0-84994823948
dc.identifier.scopusqualityQ1
dc.identifier.startpage278
dc.identifier.urihttps://doi.org/10.1080/15583058.2016.1207114
dc.identifier.urihttps://hdl.handle.net/20.500.12428/23080
dc.identifier.volume11
dc.identifier.wosWOS:000396872000009
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherTaylor & Francis Inc
dc.relation.ispartofInternational Journal of Architectural Heritage
dc.relation.publicationcategoryinfo:eu-repo/semantics/openAccess
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20250125
dc.subjectDamage model
dc.subjectelasto-plastic behavior
dc.subjectfinite element analysis
dc.subjectmasonry walls
dc.subjecttraditional lime mortars
dc.titleIn-Plane Shear Behavior of Traditional Masonry Walls
dc.typeArticle

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu