Structural performance of Nissibi cable-stayed bridge during the main and aftershocks of Adıyaman-Samsat earthquake on March 2, 2017

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dc.contributor.authorBayraktar, Alemdar
dc.contributor.authorAshour, Ashraf
dc.contributor.authorKaradeniz, Halil
dc.contributor.authorKurşun, Altok
dc.contributor.authorErdiş, Arif
dc.date.accessioned2025-03-26T16:09:59Z
dc.date.available2025-03-26T16:09:59Z
dc.date.issued2019
dc.departmentİstanbul Esenyurt Üniversitesi
dc.description.abstractThe structural performances of long span cable-stayed bridges having different elements such as pylons, stayed cables and decks are very sensitive to earthquake ground motions due to their highly statically indeterminacy. Therefore, responses of pylon, cable and deck components of long span cable-stayed bridges should be continuously monitored to prevent structural damages. The present study aims to investigate the responses of pylons, stayed cables and deck components of Nissibi cable-stayed bridge during the main (M w = 5.5) and aftershocks (M w = 3.5-4.4) of Adıyaman-Samsat (Turkey) earthquake on March 2, 2017. Firstly, the properties of structural and fixed monitoring systems of Nissibi bridge are introduced, and active faults and earthquake zoning maps of Adıyaman, acceleration records and shake map of main and aftershocks of the earthquake are presented. Then, responses of the pylon, deck and cable elements during the main and aftershocks are obtained using the data taken from the fixed bridge monitoring system. The forces in cables and accelerations in the two pylons and deck are evaluated and compared with each other. © 2019, Springer Nature Switzerland AG.
dc.identifier.doi10.1007/s42107-019-00118-0
dc.identifier.endpage464
dc.identifier.issn1563-0854
dc.identifier.issue3
dc.identifier.scopus2-s2.0-85061649197
dc.identifier.scopusqualityQ3
dc.identifier.startpage443
dc.identifier.urihttps://doi.org/10.1007/s42107-019-00118-0
dc.identifier.urihttps://hdl.handle.net/20.500.14704/744
dc.identifier.volume20
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer International Publishing
dc.relation.ispartofAsian Journal of Civil Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_Scopus_20250326
dc.subjectAdıyaman-Samsat earthquake (March 2, 2017)
dc.subjectBridge monitoring
dc.subjectCable-stayed bridge
dc.subjectMain and aftershock effects
dc.titleStructural performance of Nissibi cable-stayed bridge during the main and aftershocks of Adıyaman-Samsat earthquake on March 2, 2017
dc.typeArticle

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