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    Unsupervised Stiffness Evaluation of High-Speed Railway Bridges Using Periodic Monitoring Data 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 003:;page 04024002-1
    Author(s): Yun-Tao Wei; Ting-Hua Yi; Dong-Hui Yang; Hua Liu; Yang Deng
    Publisher: ASCE
    Abstract: The operational performance of high-speed railway bridges is controlled by stiffness, and the reduction in bridge stiffness leads to a decline in ride comfort. Therefore, it is very important to periodically evaluate the ...
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    Operational Influence Line Identification of High-Speed Railway Bridge Considering Uncertainty of Train Load 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 004:;page 04024052-1
    Author(s): Han-Wen Zheng; Ting-Hua Yi; Xu Zheng; Yun-Tao Wei; Hong-Nan Li
    Publisher: American Society of Civil Engineers
    Abstract: The bridge influence line (BIL) contains static information for each section of a bridge, which is an important tool for bridge design and condition evaluation. The current influence line identification procedure relies ...
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    Automated Girder Rotation Assessment of High-Speed Railway Bridges for Operation Safety 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 003:;page 04025003-1
    Author(s): Han-Wen Zheng; Ting-Hua Yi; Xu Zheng; Yun-Tao Wei; Dong-Hui Yang; Hua Liu
    Publisher: American Society of Civil Engineers
    Abstract: Girder rotation at the bridge support or girder end is a key deformation indicator that reflects the high-speed railway (HSR) bridge stiffness. Large rotation deformation at these locations leads to train derailment risks, ...
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    Bridge Damage Localization Using Axle Weight Time History Data Obtained through a Bridge Weigh-in-Motion System 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 005:;page 04021065-1
    Author(s): Yun-Tao Wei; Ting-Hua Yi; Dong-Hui Yang; Hong-Nan Li
    Publisher: ASCE
    Abstract: With an increase in bridge service time, damage will inevitably occur. Accurately identifying damage is of great significance to the operation and maintenance of a bridge. To realize a frequent identification of local ...
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    Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 001:;page 04023102-1
    Author(s): Yun-Tao Wei; Ting-Hua Yi; Dong-Hui Yang; Chong Li; Qiang Han
    Publisher: ASCE
    Abstract: Sliding bearings are a key component of bridges, and their normal performance is an important prerequisite to ensure traffic safety. To solve the problem wherein a single type of sensor has difficulty in effectively ...
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    DSpace software copyright © 2002-2015  DuraSpace
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