Publication:
Modification of an Existing Steel Truss Railway Bridge for Installation of Railway Overhead Electrification System

dc.authorscopusid57224684510
dc.authorscopusid6505666430
dc.authorscopusid23487737000
dc.authorwosidCaglayan, Barlas/E-6564-2013
dc.authorwosidOzakgul, Kadir/Aaa-6764-2021
dc.authorwosidYilmaz, Mehmet Fatih/Aaa-5291-2022
dc.contributor.authorYilmaz, Mehmet F.
dc.contributor.authorOzakgul, Kadir
dc.contributor.authorCaglayan, Barlas O.
dc.contributor.authorIDCaglayan, Barlas Ozden/0000-0002-8986-9188
dc.contributor.authorIDYilmaz, Mehmet Fatih/0000-0002-2746-7589
dc.date.accessioned2025-12-11T01:24:08Z
dc.date.issued2022
dc.departmentOndokuz Mayıs Üniversitesien_US
dc.department-temp[Yilmaz, Mehmet F.] Ondokuz Mayis Univ, Dept Civil Engn, TR-55030 Kurupelit, Samsun, Turkey; [Ozakgul, Kadir; Caglayan, Barlas O.] Istanbul Tech Univ, Dept Civil Engn, TR-34469 Istanbul, Turkeyen_US
dc.descriptionCaglayan, Barlas Ozden/0000-0002-8986-9188; Yilmaz, Mehmet Fatih/0000-0002-2746-7589en_US
dc.description.abstractElectrification of railway lines provides more economical, faster, safer, and quieter railway transportation as well as significant reductions in carbon emissions. To accomplish the electrification of railway lines, an electrical system needs to be installed on bridges. However, old existing railway bridges were not designed considering a vertical clearance (height) required for electrification. Thus, structural modifications are needed for some steel truss railway bridges. In this paper, a study on structural modifications of a 70-year-old two-span continuous steel truss railway bridge still giving service was presented to increase a safe clearance between the overhead line electrification equipment and rolling stock. Before beginning with modifications, it was firstly aimed to assess the actual bridge condition as well as the load-bearing capacity. For these goals, in situ field dynamic tests were conducted, and a three-dimensional (3D) finite-element (FE) model of the bridge was calibrated based on the field measurements captured. Then, rating factors and safety indices of the bridge were calculated using the calibrated 3D FE model. Finally, a modification procedure including replacement of portal bracing without reducing transversal rigidity and load-carrying capacity of the bridge was proposed.en_US
dc.description.woscitationindexScience Citation Index Expanded
dc.identifier.doi10.1061/(ASCE)CF.1943-5509.0001731
dc.identifier.issn0887-3828
dc.identifier.issn1943-5509
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85127613870
dc.identifier.scopusqualityQ2
dc.identifier.urihttps://doi.org/10.1061/(ASCE)CF.1943-5509.0001731
dc.identifier.urihttps://hdl.handle.net/20.500.12712/43443
dc.identifier.volume36en_US
dc.identifier.wosWOS:000782632600013
dc.identifier.wosqualityQ2
dc.language.isoenen_US
dc.publisherASCE-American Society of Civil Engineersen_US
dc.relation.ispartofJournal of Performance of Constructed Facilitiesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectRailway Bridgeen_US
dc.subjectField Dynamic Testen_US
dc.subjectRating Factoren_US
dc.subjectSafety Indexen_US
dc.subjectOverhead Line Equipment (OLE)en_US
dc.titleModification of an Existing Steel Truss Railway Bridge for Installation of Railway Overhead Electrification Systemen_US
dc.typeArticleen_US
dspace.entity.typePublication

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