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    Dynamic Responses of a Four-Span Continuous Plate Structure Subjected to Moving Cars With Time-Varying Speeds 

    Source: Journal of Vibration and Acoustics:;2018:;volume( 140 ):;issue: 006:;page 61002
    Author(s): Yang, Jing; Ouyang, Huajiang; Stancioiu, Dan; Cao, Shancheng; He, Xuhui
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents an experimental and theoretical study of vibration of a four-span continuous plate with two rails on top and four extra supports excited by one or two moving model cars, which is meant to represent ...
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    Stress Analysis of a Long-Span Steel-Truss Suspension Bridge under Combined Action of Random Traffic and Wind Loads 

    Source: Journal of Aerospace Engineering:;2018:;Volume ( 031 ):;issue: 003
    Author(s): Han Yan;Li Kai;He Xuhui;Chen Suren;Xue Fanrong
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an efficient approach for dynamic stress analysis of a long-span bridge under the combined action of stochastic traffic and wind loads based on the stress influence function, which converts the stress ...
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    Efficacy of Interpolation-Enhanced Schemes in Random Wind Field Simulation over Long-Span Bridges 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 003
    Author(s): Tao Tianyou;Wang Hao;Yao Chengyuan;He Xuhui;Kareem Ahsan
    Publisher: American Society of Civil Engineers
    Abstract: The spectral representation method (SRM) has been widely used to simulate the random wind field for engineering structures. In the modeling process, the Cholesky decomposition of the cross power spectral density (CPSD) ...
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    Truck Weight Limit for Simply Supported Steel Girder Bridges Based on Bridge Fatigue Reliability 

    Source: Journal of Aerospace Engineering:;2018:;Volume ( 031 ):;issue: 006
    Author(s): Wang Wei;Deng Lu;He Xuhui;Cai C. S.;Bi Tao
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study was to present a new approach for determining the truck weight limit of simply supported steel girder bridges. This approach is based on the fatigue reliability of bridge girders under the action ...
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    Reliability Evaluation of Vortex-Induced Vibration for a Long-Span Arch Bridge 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 005
    Author(s): Li Lingyao;Wu Teng;He Xuhui;Hao Jianming;Wang Hanfeng;Xu Hanyong
    Publisher: American Society of Civil Engineers
    Abstract: Bridge vortex-induced vibration (VIV) involves a number of uncertainties resulting from wind characteristics, structural properties, and bluff-body aerodynamics. Evaluation of VIV considering the variability in the parameter ...
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