Different Soil-Structure Interaction Modelling Strategies for Seismic Analysis of a Masonry Church

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dc.authoridÖZMEN, ALPER/0000-0003-1335-3780
dc.authorwosidÖZMEN, ALPER/R-8078-2018
dc.contributor.authorOzmen, Alper
dc.contributor.authorSayin, Erkut
dc.date.accessioned2024-08-04T20:55:56Z
dc.date.available2024-08-04T20:55:56Z
dc.date.issued2024
dc.departmentİnönü Üniversitesien_US
dc.description.abstractMasonry structures can be damaged different external reasons such as war, flood, earthquake etc. For protecting and transfer to the next generations, these structures can be examined detailed. Finite element analysis has generally been used for the seismic evaluation of masonry structures. The fixed base assumption has been used in traditional finite element analysis of masonry structures. Interacting with the surrounding soil and structure was generally ignored. The seismic behavior of masonry structures is significantly influenced by the soil-structure interaction (SSI). There are various soil structure interaction modelling strategies in the recent studies. In this paper, the dimensions, mechanical properties and material model of the soil are considered constant. One of them had no soil-structure interaction. The others, roller support case, fixed support case, absorbing boundary case, free field columns and Winkler supports. Variations in the seismic response of a historical masonry church were investigated using 4 different SSI models and a fixed base (SSI ignored) model. Nonlinear time history analyses were employed for the finite element analysis. The soil borehole provided the material characteristics of the surrounding soil. According to the analysis results, higher response amplitudes were obtained when SSI was considered.en_US
dc.description.sponsorshipFirat University Scientific Research Projects Unit [MF. 21.81]en_US
dc.description.sponsorshipThis research was funded by Firat University Scientific Research Projects Unit (MF. 21.81).en_US
dc.identifier.doi10.1080/15583058.2024.2341330
dc.identifier.issn1558-3058
dc.identifier.issn1558-3066
dc.identifier.scopus2-s2.0-85190794996en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1080/15583058.2024.2341330
dc.identifier.urihttps://hdl.handle.net/11616/101939
dc.identifier.wosWOS:001204011400001en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTaylor & Francis Incen_US
dc.relation.ispartofInternational Journal of Architectural Heritageen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectabsorbing boundaryen_US
dc.subjectnonlinear time history analysesen_US
dc.subjectseismic responseen_US
dc.subjectsoil structure interactionen_US
dc.subjectmasonry churchen_US
dc.titleDifferent Soil-Structure Interaction Modelling Strategies for Seismic Analysis of a Masonry Churchen_US
dc.typeArticleen_US

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