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    Lateral Cyclic Response of Large-Scale Bridge Piers with Single and Double Layers of Longitudinal and Transverse Steel Reinforcements: An Experimental Study 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 012:;page 04024096-1
    Author(s): Sherif M. S. Osman; M. Shahria Alam; Shamim A. Sheikh
    Publisher: American Society of Civil Engineers
    Abstract: A circular reinforced concrete (RC) bridge column with two layers of longitudinal and spiral reinforcements is becoming a common structural form in high-seismic regions because they are expected to have improved seismic ...
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