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    Fatigue Performance of Rib-to-Deck Joints in Orthotropic Steel Decks with Thickened Edge U-Ribs 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 009
    Author(s): Junlin Heng; Kaifeng Zheng; Chao Gou; Yu Zhang; Yi Bao
    Publisher: American Society of Civil Engineers
    Abstract: This study evaluated the fatigue performance of rib-to-deck welded joints in orthotropic steel decks (OSDs) with thickened edge U-ribs (TEUs). Fatigue performance of four rib-to-deck specimens with TEUs was investigated ...
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    A Scalable Multiple-Time-Step Efficient Numerical Algorithm for Wind–Road Vehicle–Train–Bridge Dynamic Simulations 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 008:;page 04023052-1
    Author(s): Ming Lei; Jin Zhu; Kaifeng Zheng; Mengxue Wu; Yongle Li
    Publisher: ASCE
    Abstract: During the past two decades, more and more rail-cum-road bridges have been built to meet the ever-increasing demand of highway and railway transportation in China. The rail-cum-road bridges are expected to withstand multiple ...
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    Influence of Vehicle Inertia Force on Vertical Vibration of Long-Span Suspension Bridge under Wind and Traffic Loads 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 003:;page 04021111
    Author(s): Ziluo Xiong; Jin Zhu; Mengxue Wu; Kaifeng Zheng; Yongle Li
    Publisher: ASCE
    Abstract: The long-span bridges could frequently experience complex dynamic interactions with wind and traffic, which makes the dynamic response evaluation crucial for ensuring structural and vehicle driving safety. Previous studies ...
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