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

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 003::page 04022022
    Author:
    Mehmet F. Yilmaz
    ,
    Kadir Ozakgul
    ,
    Barlas O. Caglayan
    DOI: 10.1061/(ASCE)CF.1943-5509.0001731
    Publisher: ASCE
    Abstract: Electrification 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.
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      Modification of an Existing Steel Truss Railway Bridge for Installation of Railway Overhead Electrification System

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4283001
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    • Journal of Performance of Constructed Facilities

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    contributor authorMehmet F. Yilmaz
    contributor authorKadir Ozakgul
    contributor authorBarlas O. Caglayan
    date accessioned2022-05-07T20:51:45Z
    date available2022-05-07T20:51:45Z
    date issued2022-03-24
    identifier other(ASCE)CF.1943-5509.0001731.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283001
    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.
    publisherASCE
    titleModification of an Existing Steel Truss Railway Bridge for Installation of Railway Overhead Electrification System
    typeJournal Paper
    journal volume36
    journal issue3
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001731
    journal fristpage04022022
    journal lastpage04022022-10
    page10
    treeJournal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 003
    contenttypeFulltext
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