Seismic assessment of a historical masonry arch bridg

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dc.contributor.authorÖzmen, A.
dc.contributor.authorSayın, E.
dc.date.accessioned2024-08-04T19:53:09Z
dc.date.available2024-08-04T19:53:09Z
dc.date.issued2018
dc.departmentİnönü Üniversitesien_US
dc.description.abstractHistorical masonry arch bridges which are important components of the transportation in many placesworldwide are invaluable part of architectural and cultural heritage. These bridges, which date back tohundreds of years, have frequently been damaged or ruined because of unexpected events such asearthquakes. In this study, earthquake behaviour of a historical masonry arch bridge which called Dutpınaris analysed using 2003 Bingöl earthquake acceleration records. The bridge is modelled with threedimensional finite element software. Dynamic response of the bridge is investigated. For this purpose,displacement of the nodal point located at the top of the bridge is achieved. Also, maximum and minimumprincipal stress and strains are obtained and potential locations of initial damages are evaluated.en_US
dc.identifier.doi10.31462/jseam.2018.01095104
dc.identifier.endpage104en_US
dc.identifier.issn2630-5763
dc.identifier.issue2en_US
dc.identifier.startpage95en_US
dc.identifier.trdizinid452222en_US
dc.identifier.urihttps://doi.org/10.31462/jseam.2018.01095104
dc.identifier.urihttps://search.trdizin.gov.tr/yayin/detay/452222
dc.identifier.urihttps://hdl.handle.net/11616/89501
dc.identifier.volume1en_US
dc.indekslendigikaynakTR-Dizinen_US
dc.language.isoenen_US
dc.relation.ispartofJournal of Structural Engineering & Applied Mechanics (Online)en_US
dc.relation.publicationcategoryMakale - Ulusal Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.titleSeismic assessment of a historical masonry arch bridgen_US
dc.typeArticleen_US

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