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    A Benchmark Data Set for Vision-Based Traffic Load Monitoring in a Cable-Stayed Bridge 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 002:;page 04723001-1
    Author(s): Liangfu Ge; Danhui Dan; Ayan Sadhu
    Publisher: ASCE
    Abstract: Traffic load monitoring based on deep learning and computer vision has garnered significant attention in bridge engineering worldwide. Unlike traditional traffic load monitoring systems, computer vision-based techniques ...
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    Parameter Identification of Main Cables of Cable Suspension Structures Based on Vibration Monitoring of Cable: Methodology and Experimental Verification 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 004:;page 04021023-1
    Author(s): Bin Xu; Danhui Dan; Fei Han; Yiqing Zou
    Publisher: ASCE
    Abstract: This paper focus on parameter identification of the main cables of cable suspension structures. Based on the dynamic stiffness theory, an inverse analysis characteristic function (IAC function) for identifying the main ...
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    The Steady-State Response Spectrum of Bridge Structures under Statistical Steady Traffic Flow Loads 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 001:;page 04024001-1
    Author(s): Yabiao Jing; Danhui Dan; Rui Zhao; Shengqiang Ma
    Publisher: ASCE
    Abstract: The study of the statistical law of the response spectrum of bridge structures under the action of random traffic flow loads can not only evaluate the service performance of bridge structures, but also verify the rationality ...
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    Monitoring and Evaluation of Overturning Resistance of Box Girder Bridges Based on Time-Varying Reliability Analysis 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 001
    Author(s): Danhui Dan; Xuewen Yu; Xingfei Yan; Kailong Zhang
    Publisher: ASCE
    Abstract: In recent years, overturning accidents of box girder bridges have occurred frequently, causing widespread concern among researchers. From the perspective of bridge structure monitoring, this paper presents two technical ...
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