Please use this identifier to cite or link to this item: http://hdl.handle.net/11452/28189
Full metadata record
DC FieldValueLanguage
dc.contributor.authorÇakır, Ferit-
dc.contributor.authorŞeker, Burçin S.-
dc.contributor.authorDurmuş, Ahmet-
dc.contributor.authorUysal, Habib-
dc.date.accessioned2022-08-12T13:12:58Z-
dc.date.available2022-08-12T13:12:58Z-
dc.date.issued2015-01-
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.en_US
dc.identifier.issn1226-7988-
dc.identifier.issn1976-3808-
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.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.en_US
dc.language.isoenen_US
dc.publisherKorean Society of Civil Engineers-KSCEen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectEngineeringen_US
dc.subjectMasonry mosquesen_US
dc.subjectStructural behavioren_US
dc.subjectFinite element methoden_US
dc.subjectStatic analysisen_US
dc.subjectModal analysisen_US
dc.subjectTime history analysisen_US
dc.subjectBuildingsen_US
dc.subjectTurkeyen_US
dc.subjectBending testsen_US
dc.subjectDomesen_US
dc.subjectMasonry materialsen_US
dc.subjectArchitectural featuresen_US
dc.subjectSeismologyen_US
dc.subjectStatic and dynamic analysisen_US
dc.subjectStructural analysisen_US
dc.subjectStructural behaviorsen_US
dc.subjectStructural responseen_US
dc.subjectThree dimensional finite element modelen_US
dc.subjectThree-point bending testen_US
dc.titleSeismic assessment of a historical masonry mosque by experimental tests and finite element analysesen_US
dc.typeArticleen_US
dc.identifier.wos000347284300018tr_TR
dc.identifier.scopus2-s2.0-84958180937tr_TR
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergitr_TR
dc.contributor.departmentUludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü.tr_TR
dc.contributor.orcid0000-0002-1867-7103tr_TR
dc.identifier.startpage158tr_TR
dc.identifier.endpage164tr_TR
dc.identifier.volume19tr_TR
dc.identifier.issue1tr_TR
dc.relation.journalKSCE Journal of Civil Engineeringen_US
dc.contributor.buuauthorDoğangün, Adem-
dc.contributor.researcheridAAR-6126-2020tr_TR
dc.relation.collaborationYurt içitr_TR
dc.subject.wosEngineering, civilen_US
dc.indexed.wosSCIEen_US
dc.indexed.scopusScopusen_US
dc.wos.quartileQ3en_US
dc.contributor.scopusid6602349830tr_TR
dc.subject.scopusMasonry; Minaret; Seismicen_US
Appears in Collections:PubMed
Scopus
Web of Science

Files in This Item:
There are no files associated with this item.


This item is licensed under a Creative Commons License Creative Commons