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    Correlation-Based Estimation Method for Cable-Stayed Bridge Girder Deflection Variability under Thermal Action 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 005
    Author(s): Yang Dong-Hui;Yi Ting-Hua;Li Hong-Nan;Zhang Yu-Feng
    Publisher: American Society of Civil Engineers
    Abstract: Thermal actions have a great influence on the girder deflection variability of long-span cable-stayed bridges. The main objective of this study is to investigate the variability of the bridge girder deflection under thermal ...
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    Fatigue Life Uncertainty Evaluation of Steel Box Girder Considering Time-Varying Model of Vehicle Load and Bridge 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 003:;page 04025043-1
    Author(s): Guan, Ze-Xin; Yi, Ting-Hua; Yang, Dong-Hui; Zheng, Xu; Li, Wen-Jie; Li, Chong
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe failure risk of steel box girders gradually increases during service due to the accumulation of fatigue load effects and the deterioration of fatigue resistance. Reliability evaluation is an effective method ...
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