Publication:
Seismic assessment of a historical masonry mosque by experimental tests and finite element analyses

dc.contributor.authorÇakır, Ferit
dc.contributor.authorŞeker, Burçin S.
dc.contributor.authorDurmuş, Ahmet
dc.contributor.authorUysal, Habib
dc.contributor.buuauthorDoğangün, Adem
dc.contributor.departmentMühendislik Fakültesi
dc.contributor.departmentİnşaat Mühendisliği Bölümü
dc.contributor.orcid0000-0002-1867-7103
dc.contributor.researcheridAAR-6126-2020
dc.contributor.scopusid6602349830
dc.date.accessioned2022-08-12T13:12:58Z
dc.date.available2022-08-12T13:12:58Z
dc.date.issued2015-01
dc.description.abstractThe mosques are the most important pieces of Islamic culture in terms of their architectural and structural properties. Although, thousands of these mosques are still being used all over the world, many historical mosques are at risk in terms of seismic events. This study mainly focuses on historical Lala Pasha Mosque, which is located in the city center of Erzurum, Turkey. The main purpose of this study is to assess the structural behaviors and to investigate the architectural features and components of the mosque. The study was carried out in two main steps. Firstly, compression and three-point bending tests on the construction materials were conducted to determine the mechanical properties of the materials. In the second step, a three-dimensional finite element model of the mosque was developed and structural responses for the model were investigated by means of static and dynamic analyses. The results of the analyses show that the most critical parts of the mosque are the dome, pulley, and the supports of the main arch structures that carry the main dome. Additionally, the dynamic analyses prove that the most critical parts of the mosque are the sub-sections of the main columns, the window edges, and small domes.
dc.identifier.citationÇakır, F. vd. (2015). "Seismic assessment of a historical masonry mosque by experimental tests and finite element analyses". KSCE Journal of Civil Engineering, 19(1), 158-164.
dc.identifier.endpage164
dc.identifier.issn1226-7988
dc.identifier.issn1976-3808
dc.identifier.issue1
dc.identifier.scopus2-s2.0-84958180937
dc.identifier.startpage158
dc.identifier.urihttps://doi.org/10.1007/s12205-014-0468-4
dc.identifier.urihttps://link.springer.com/article/10.1007/s12205-014-0468-4
dc.identifier.urihttp://hdl.handle.net/11452/28189
dc.identifier.volume19
dc.identifier.wos000347284300018
dc.indexed.scopusScopus
dc.indexed.wosSCIE
dc.language.isoen
dc.publisherKorean Society of Civil Engineers-KSCE
dc.relation.collaborationYurt içi
dc.relation.journalKSCE Journal of Civil Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectEngineering
dc.subjectMasonry mosques
dc.subjectStructural behavior
dc.subjectFinite element method
dc.subjectStatic analysis
dc.subjectModal analysis
dc.subjectTime history analysis
dc.subjectBuildings
dc.subjectTurkey
dc.subjectBending tests
dc.subjectDomes
dc.subjectMasonry materials
dc.subjectArchitectural features
dc.subjectSeismology
dc.subjectStatic and dynamic analysis
dc.subjectStructural analysis
dc.subjectStructural behaviors
dc.subjectStructural response
dc.subjectThree dimensional finite element model
dc.subjectThree-point bending test
dc.subject.scopusMasonry; Minaret; Seismic
dc.subject.wosEngineering, civil
dc.titleSeismic assessment of a historical masonry mosque by experimental tests and finite element analyses
dc.typeArticle
dc.wos.quartileQ3
dc.wos.quartileQ3
dspace.entity.typePublication
local.contributor.departmentMühendislik Fakültesi/İnşaat Mühendisliği Bölümü
local.indexed.atPubMed
local.indexed.atWOS
local.indexed.atScopus

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