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A Simplified Analytical Modeling Approach for the Structural Analysis of Massive Masonry Structures

dc.authorscopusid14040796400
dc.authorscopusid58034401800
dc.authorscopusid51665727100
dc.authorwosidKutlu, İzzettin/Jtt-8752-2023
dc.authorwosidSoyluk, Asena/Cag-3836-2022
dc.contributor.authorUnay, Ali Ihsan
dc.contributor.authorKutlu, Izzettin
dc.contributor.authorSoyluk, Asena
dc.date.accessioned2025-05-15T19:08:18Z
dc.date.available2025-05-15T19:08:18Z
dc.date.issued2025
dc.departmentArtuklu Universityen_US
dc.department-temp[Unay, Ali Ihsan; Soyluk, Asena] Gazi Univ, Fac Architecture, Dept Architecture, Ankara, Turkiye; [Kutlu, Izzettin] Mardin Artuklu Univ, Fac Engn Architecture, Dept Architecture, Mardin, Turkiyeen_US
dc.description.abstractThis paper, presents a simplified analytical modeling approach to determine the structural behavior of historical buildings. Analytical modeling is a digital tool for determining the behavior of masonry buildings under the influence of dynamic and static loads. In the analytical modeling process, different types of elements are involved to represent buildings. Due to the complex geometrical features of historical buildings, it is significant to the preference for convenient elements. Mardin Great Mosque was discussed and analyzed for the selection of convenient element preferences. Three different mosque models were built and analyzed by using three different element types (frame, shell, solid). In the findings of the paper, the values at the same points on the models were compared. When the first natural vibration period was examined, the first model is 0.76sec, the second model is 0.76sec, and the third model is 0.71sec. In addition, considering the base shear under dead load, 98.35% similarity was observed. As a consequence of the geometrical features of historical buildings, inappropriate definitions and inconvenient element preferences emerge the results questionable. Therefore, to be able to manage the analytical modeling process effectively requires accurate and appropriate definitions of the elements to be preferred.en_US
dc.description.woscitationindexScience Citation Index Expanded
dc.identifier.doi10.4025/actascitechnol.v47i1.70881
dc.identifier.issn1806-2563
dc.identifier.issn1807-8664
dc.identifier.issue1en_US
dc.identifier.scopus2-s2.0-105001739896
dc.identifier.scopusqualityQ3
dc.identifier.urihttps://doi.org/10.4025/actascitechnol.v47i1.70881
dc.identifier.urihttps://hdl.handle.net/20.500.12514/8901
dc.identifier.volume47en_US
dc.identifier.wosWOS:001457303300007
dc.identifier.wosqualityQ4
dc.language.isoenen_US
dc.publisherUniv Estadual Maringa, Pro-reitoria Pesquisa Pos-graduacaoen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAnalytical Modelen_US
dc.subjectFinite Element Analysisen_US
dc.subjectMardinen_US
dc.subjectMasonry Structuresen_US
dc.subjectStructural Behavioren_US
dc.titleA Simplified Analytical Modeling Approach for the Structural Analysis of Massive Masonry Structuresen_US
dc.typeArticleen_US
dspace.entity.typePublication

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