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

dc.authorscopusid 14040796400
dc.authorscopusid 58034401800
dc.authorscopusid 51665727100
dc.authorwosid Kutlu, İzzettin/Jtt-8752-2023
dc.authorwosid Soyluk, Asena/Cag-3836-2022
dc.contributor.author Kutlu, İzzettin
dc.contributor.author Kutlu, Izzettin
dc.contributor.author Soyluk, Asena
dc.contributor.other Department of Architecture / Mimarlık Bölümü
dc.date.accessioned 2025-05-15T19:08:18Z
dc.date.available 2025-05-15T19:08:18Z
dc.date.issued 2025
dc.department Artuklu University en_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, Turkiye en_US
dc.description.abstract This 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.woscitationindex Science Citation Index Expanded
dc.identifier.doi 10.4025/actascitechnol.v47i1.70881
dc.identifier.issn 1806-2563
dc.identifier.issn 1807-8664
dc.identifier.issue 1 en_US
dc.identifier.scopus 2-s2.0-105001739896
dc.identifier.scopusquality Q3
dc.identifier.uri https://doi.org/10.4025/actascitechnol.v47i1.70881
dc.identifier.uri https://hdl.handle.net/20.500.12514/8901
dc.identifier.volume 47 en_US
dc.identifier.wos WOS:001457303300007
dc.identifier.wosquality Q4
dc.language.iso en en_US
dc.publisher Univ Estadual Maringa, Pro-reitoria Pesquisa Pos-graduacao en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 0
dc.subject Analytical Model en_US
dc.subject Finite Element Analysis en_US
dc.subject Mardin en_US
dc.subject Masonry Structures en_US
dc.subject Structural Behavior en_US
dc.title A Simplified Analytical Modeling Approach for the Structural Analysis of Massive Masonry Structures en_US
dc.type Article en_US
dc.wos.citedbyCount 0
dspace.entity.type Publication
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