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    Dynamic Behavior of Masonry Arch Bridge under High-Speed Train Loading: Veresk Bridge Case Study 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 003
    Author(s): Rafiee-Dehkharghani R.;Ghyasvand S.;Sahebalzamani P.
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies the dynamic behavior of one of the oldest masonry arch bridges of the Iranian railway network, the Veresk bridge, located in the Mazandaran province of Iran. To do so, the writers developed an advanced ...
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    Stress Wave Attenuation in Noncollinear Structures Subjected to Impulsive Transient Loadings 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 005
    Author(s): R. Rafiee-Dehkharghani; A. J. Aref; G. F. Dargush
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an exploration of noncollinear Timoshenko beam structures for attenuating the stress waves generated from impulsive transient loadings. Due to the existence of the noncollinear segments, flexural waves ...
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    Characterization of Multilayered Stress Wave Attenuators Subjected to Impulsive Transient Loadings 

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 004
    Author(s): Rafiee-Dehkharghani; A. J.; Aref; G. F.; Dargush
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the wave-propagation behavior of multilayered structures and proposes an optimization procedure for designing layered stress wave attenuators. Two types of stress wave attenuators were investigated, ...
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    Field Performance of a New Fiber-Reinforced Polymer Deck 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 006
    Author(s): D. M. Fuhrman; R. Rafiee-Dehkharghani; M. M. Lopez; A. Aref; J. O’Connor
    Publisher: American Society of Civil Engineers
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