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    Analytical Prediction and Finite-Element Simulation of the Lateral Response of Rocking Steel Bridge Piers with Energy-Dissipating Steel Bars 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 011
    Author(s): Rahmzadeh Ahmad;Alam M. Shahria;Tremblay Robert
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the extension of controlled rocking technology to steel bridge piers through analytical expression and finite-element (FE) simulation. As an outcome of the rocking behavior, the seismic damage is prevented ...
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    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 006
    Author(s): Li Shuai;Hedayati Dezfuli Farshad;Wang Jing-Quan;Alam M. Shahria
    Publisher: American Society of Civil Engineers
    Abstract: Restrain devices, being of low cost and easy to install, are often used to limit the relative displacements between the decks and columns in a simply supported bridge. Although the current guidelines have provided different ...
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    Seismic Performance of Hybrid Self-Centering Braces with Structural and Nonstructural Damage Control Functions: Validation Tests, Computational Modeling, and Benefits Evaluation 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010:;page 04025163-1
    Author(s): Hu, Shuling; Guo, Tong; Koetaka, Yuji; Chen, Zhi-Peng; Wang, Bin; Alam, M. Shahria; Zhu, Songye
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis paper presents a comprehensive study of validation tests, computational modeling, and system-level benefits evaluation of an innovative hybrid self-centering brace (HSB) with structural and nonstructural damage ...
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