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    Dynamic Performance Evaluation of a High-Speed Four-Track Railway Bridge Traversed by Multiple Trains 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 001
    Author(s): Zhao Han-Wei;Ding You-Liang;Li Ai-Qun
    Publisher: American Society of Civil Engineers
    Abstract: With the continuous construction of high-speed railway networks in China, long-span railway bridges which carry multiple tracks are being put into service on the high-speed railway line. However, few studies focus on bridge ...
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    Reliable Fatigue-Life Assessment of Short Steel Hanger in a Rigid Tied Arch Bridge Integrating Multiple Factors 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 004
    Author(s): Song Yong-sheng;Ding You-liang;Zhong Wen;Zhao Hanwei
    Publisher: American Society of Civil Engineers
    Abstract: With higher requirements in stiffness and strength, the running safety of high-speed railway bridges is more sensitive to structural damage. Compared with long steel hangers, short steel hangers sustain greater damage under ...
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    Long-Term Temperature Monitoring and Statistical Analysis on the Flat Steel-Box Girder of Sutong Bridge 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 004
    Author(s): Wang Gao-xin; Ding You-liang; Wang Xiao-jing; Yan Xin; Zhang Yu-feng
    Publisher: American Society of Civil Engineers
    Abstract: Using the flat steel-box girder of China’s Sutong Cable-stayed Bridge as a research object, its temperature field is long-term monitored and analyzed based on bridge’s structural health monitoring system. The temperature ...
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    Fatigue Behavior Evaluation of Full-Field Hangers in a Rigid Tied Arch High-Speed Railway Bridge: Case Study 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 005
    Author(s): Zhong Wen;Ding You-liang;Song Yong-sheng;Zhao Han-wei
    Publisher: American Society of Civil Engineers
    Abstract: The steel truss arch is an important structural type for high-speed railway bridges with long spans. The fatigue assessment of rigid hangers under long-term train loads is an important concern. In this study, the Nanjing ...
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    Finite Element Modeling of the Tower of Runyang Cable-stayed Bridge Based on Ambient Vibration Test 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2007:;Volume ( 002 ):;issue: 001
    Author(s): Ding You-liang; Li Ai-qun; Miao Chang-qing; Han Xiao-lin
    Publisher: American Society of Civil Engineers
    Abstract: The multi-level model updating method is put forward for finite element modeling of the bridge tower for long-span cable-stayed bridge, which includes model order updating, model structure updating and model parameter ...
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