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    Enhancing the Structural Performance of Masonry Arch Bridges with Ballast Mats 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 005
    Author(s): Saeed Mohammadzadeh; Amin Miri; Mehrdad Nouri
    Publisher: American Society of Civil Engineers
    Abstract: A large portion of the railway bridge stock in many countries is comprised of masonry arch bridges. During recent years, more attention has been paid to the maintenance of such structures. Rehabilitation and retrofitting ...
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    Dynamic Forces at Square and Inclined Rail Joints: Field Experiments 

    Source: Journal of Transportation Engineering, Part A: Systems:;2016:;Volume ( 142 ):;issue: 009
    Author(s): Shervan Ataei; Saeed Mohammadzadeh; Amin Miri
    Publisher: American Society of Civil Engineers
    Abstract: Insulated rail joints (IRJs) are widely used in signaling and broken rail identification systems. Track deterioration adjacent to IRJ is frequent due to excessive dynamic forces generated at IRJs by the repetitive passage ...
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    Effects of Wheel Defects on Dynamic Track Buckling in Transition Zones of Open-Deck Steel Bridges 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 005:;page 04021066-1
    Author(s): Amin Miri; David P. Thambiratnam; T. H. T. Chan
    Publisher: ASCE
    Abstract: Track buckling potential can be higher in the transition zones of steel bridges due to the combination of contact loads and large compressive forces present in this region because of rail and bridge thermal loads. Wheel–rail ...
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    Transition Zones of Steel Bridges as Hotspots for Track Buckling 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 003:;page 04021016-1
    Author(s): Amin Miri; David Thambiratnam; T. H. T. Chan; Bill Weston
    Publisher: ASCE
    Abstract: Open deck steel bridges are characterized by the direct connection of transoms to the bridge girders. The expansion of steel girders due to thermal loads is transmitted by the fastening system to the track in the transition ...
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