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    Damping Performance of Two-Cable Hybrid System Equipped with Both Viscous Damper and HDR Damper 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 009:;page 04023054-1
    Author(s): Javaid Ahmad
    Publisher: ASCE
    Abstract: In cable-stayed bridges, a cross-tie solution is considered an effective measure to enhance the in-plane stiffness of main cables while the damping increment of main cables is achieved by installing dampers on the main ...
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    Influence of Negative Stiffness Damper on Stay Cable with Neoprene Rubber Bushings 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 007:;page 04021039-1
    Author(s): Javaid Ahmad
    Publisher: ASCE
    Abstract: Stay cables on cable-stayed bridges are inherently low-damped flexible structural members. In order to improve their energy-dissipating capacities, external dampers are installed to control undesired cable vibrations. ...
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    Impact of Key System Parameters on the In-Plane Dynamic Response of a Cable Network 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 003
    Author(s): Javaid Ahmad; Shaohong Cheng
    Publisher: American Society of Civil Engineers
    Abstract: Using crossties to connect a cable which has experienced or is prone to violent motions with its neighbors and form a cable network has been successfully applied to a number of cable-stayed bridges to control stay cable ...
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    Analytical Investigation of Performance of Passive Negative Stiffness Damper in Two-Cable Hybrid Network 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 006:;page 04024040-1
    Author(s): Javaid Ahmad; Muhammad Tariq A. Chaudhary
    Publisher: American Society of Civil Engineers
    Abstract: Stay cables in cable-stayed bridges are susceptible to vibrations due to their inherent flexibility and low damping. Different countermeasures to control such vibrations have been extensively researched as well as implemented ...
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    Effect of the Number of Cross-Tie Lines on the In-Plane Stiffness and Modal Behavior Classification of Orthogonal Cable Networks with Multiple Lines of Transverse Flexible Cross-Ties 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 004
    Author(s): Javaid Ahmad; Shaohong Cheng; Faouzi Ghrib
    Publisher: American Society of Civil Engineers
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