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    Performance Alarming for Stay Cables Based on a Frequency–Deformation Relationship Model 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 009:;page 04022078
    Author(s): Jin-Xin Li; Ting-Hua Yi; Chun-Xu Qu; Hua Liu; Guan-Hua Zhang; Ji-Gang Han
    Publisher: ASCE
    Abstract: Stay cables are vital load-bearing components of cable-stayed bridges that are prone to corrosion and fatigue. Damaged or deteriorated cables can endanger the safety of bridges. In this paper, a performance alarming method ...
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    Adaptive Identification of Time-Varying Cable Tension Based on Improved Variational Mode Decomposition 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 008:;page 04022064
    Author(s): Jin-Xin Li; Ting-Hua Yi; Chun-Xu Qu; Hong-Nan Li; Hua Liu
    Publisher: ASCE
    Abstract: Stay cables are crucial components in cable-stayed bridges. The time-varying cable tension is an important indicator for the condition assessment of cables because the variation in tension will cause fatigue damage. This ...
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