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dc.contributor.authorAkşar, Boraen_US
dc.contributor.authorÖzdemir, Muhammed Alperenen_US
dc.contributor.authorTutar, Ali İkbalen_US
dc.contributor.authorÇakır, Feriten_US
dc.date.accessioned2023-10-16T19:30:29Z
dc.date.available2023-10-16T19:30:29Z
dc.date.issued2023-10-02
dc.identifier.citationAkşar, B., Özdemir, M. A., Tutar, A. İ. & Çakır, F. (2023). Structural analysis of steel truss and masonry bridge interaction: a case of Ali Fuat Pasha bridge in Sakarya, Türkiye. Iğdır Üniversitesi Fen Bilimleri Enstitüsü Dergisi, 13(3), 1784-1798. doi:10.21597/jist.1218178en_US
dc.identifier.issn2146-0574en_US
dc.identifier.issn2536-4618en_US
dc.identifier.urihttps://hdl.handle.net/11729/5758
dc.identifier.urihttp://dx.doi.org/10.21597/jist.1218178
dc.description.abstractRestoration of historical structures using new materials and techniques is widespread worldwide. In these applications, relatively new materials such as steel, concrete, reinforced concrete (RC), or composite are generally preferred. However, it is often ignored whether old materials and new materials work in compatibility. In this respect, Ali Fuat Pasha Bridge (or Bayezid II Bridge), which was built by Bayezid II in 1495 over the Sakarya River in Geyve-Sakarya, was examined. The bridge is 196.50 meters long and consists of 15 arches with different spans and three arches of the bridge were destroyed as a result of the earthquake. Then, the bridge has been restored by constructing a steel truss system in place of the destroyed arches. Within the scope of this study, the structural performance of the bridge, which is currently serving vehicle and pedestrian traffic, is examined by using finite element analyses (FEAs). Moreover, this research examines the combined behavior of steel and masonry materials and investigates the structural behavior of steel truss and masonry bridge interaction. According to the results of the analyses, there are significant behavioral differences between the masonry structure and the steel structure. The main cause for this disparity is thought to be the varying levels of stiffness and ductility in steel and masonry sections.en_US
dc.language.isoenen_US
dc.relation.ispartofIğdır Üniversitesi Fen Bilimleri Enstitüsü Dergisien_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectAli Fuat Pasha Bridgeen_US
dc.subjectMasonry structuresen_US
dc.subjectSteel trussen_US
dc.subjectCompatibilityen_US
dc.subjectRestorationen_US
dc.subjectFinite element analysesen_US
dc.titleStructural analysis of steel truss and masonry bridge interaction: a case of Ali Fuat Pasha bridge in Sakarya, Türkiyeen_US
dc.typeArticleen_US
dc.description.versionPublisher's Versionen_US
dc.departmentIşık Üniversitesi, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.departmentIşık University, Faculty of Engineering and Natural Sciences, Department of Civil Engineeringen_US
dc.authorid0000-0002-9972-5516
dc.authorid0000-0002-9972-5516en_US
dc.identifier.volume13
dc.identifier.issue3
dc.identifier.startpage1784
dc.identifier.endpage1798
dc.peerreviewedYesen_US
dc.publicationstatusPublisheden_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.institutionauthorAkşar, Boraen_US
dc.indekslendigikaynakTR-Dizinen_US


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