Dynamic analysis of historical Sultan Hamit masonry arch bridges

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dc.authorid0000-0002-2385-4370en_US
dc.authorid0000-0002-7282-6413en_US
dc.authorid0000-0003-0266-759Xen_US
dc.contributor.authorÖztürk, Çağrı Onur
dc.contributor.authorÇetin, Senem Yılmaz
dc.contributor.authorSayın, Erkut
dc.date.accessioned2024-03-15T13:22:47Z
dc.date.available2024-03-15T13:22:47Z
dc.date.issued2023en_US
dc.departmentDicle Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractThere are many historical bridges belonging to various civilizations in our country. Historical bridges also help us understand the sociological, economic and cultural structures of civilizations that lived from past to present. Some of the historical bridges have been deformed due to natural events and human factors and some have been destroyed. It is extremely important to know the behavior of these bridges against earthquakes, since a large part of our country is located in a region with high earthquake risk. For this reason, the dynamic behavior of structures is examined with numerical and experimental studies, and earthquake analyses are made using earthquake acceleration records obtained from past earthquakes. With the result of these studies, it is aimed to strengthen the weak parts of the structures. Therefore, it is necessary to evaluate the behavior of historical masonry bridges that have survived to the present day, in order to carry out restoration and protection. In this study, the historical Sultan Hamit I-II and III bridges in the Askale district of Erzurum province are examined. These bridges were modeled in three dimensions using the SAP2000 finite element program. First of all, static analyses of the bridges under their own weight were performed. The dynamic properties of the bridges were determined by using modal analyses. After the dynamic properties of the bridges were obtained, dynamic analyses were evaluated with timehistory analysis.en_US
dc.identifier.citationÖztürk, Ç. O., Çetin, S. Y. ve Sayın, E. (2023). Dynamic analysis of historical Sultan Hamit masonry arch bridges. Dicle Üniversitesi Mühendislik Fakültesi Mühendislik Dergisi, 14(3), 499-506.en_US
dc.identifier.doi10.24012/dumf.1314957
dc.identifier.endpage506en_US
dc.identifier.issn1309-8640
dc.identifier.issn2146-4391
dc.identifier.issue3en_US
dc.identifier.startpage499en_US
dc.identifier.urihttps://dergipark.org.tr/tr/download/article-file/3211590
dc.identifier.urihttps://hdl.handle.net/11468/13598
dc.identifier.volume14en_US
dc.institutionauthorÇetin, Senem Yılmaz
dc.language.isoenen_US
dc.publisherDicle Üniversitesi Mühendislik Fakültesien_US
dc.relation.ispartofDicle Üniversitesi Mühendislik Fakültesi Mühendislik Dergisi
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectMacro modellingen_US
dc.subjectLinear dynamic analysesen_US
dc.subjectMasonory stone bridgeen_US
dc.titleDynamic analysis of historical Sultan Hamit masonry arch bridgesen_US
dc.titleDynamic analysis of historical Sultan Hamit masonry arch bridges
dc.typeArticleen_US

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