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    Lateral Cyclic Response of Bridge Columns Reinforced with CSA G30.18 500W High-Strength Steel 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 003:;page 04025001-1
    Author(s): Sisay Tadele; Saif Aldabagh; Jhordy Rodríguez; M. Shahria Alam
    Publisher: American Society of Civil Engineers
    Abstract: RC structures that are expected to experience significant inelastic deformation require reinforcing steel bars that can endure substantial plastic displacements. Bridge columns’ longitudinal reinforcing rebars have shown ...
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    Incremental Dynamic Analysis–Based Procedure for the Development of Loading Protocols 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 011:;page 04021080-1
    Author(s): Jhordy Rodríguez; Saif Aldabagh; M. Shahria Alam
    Publisher: ASCE
    Abstract: Seismic assessment is of critical importance for structures in regions where earthquakes are prevalent. Such assessment in terms of determining the inelastic capacity of structures is often performed in laboratories of ...
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