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    Analysis of Dynamic Behavior for Slab Track of High-Speed Railway Based on Vehicle and Track Elements 

    Source: Journal of Transportation Engineering, Part A: Systems:;2011:;Volume ( 137 ):;issue: 004
    Author(s): Xiaoyan Lei; Bin Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Slab tracks are used worldwide in high-speed railways. The slab may be cast in situ, resulting in a continuous length of concrete, or it may be constructed in discrete precast sections laid end to end. According to structural ...
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    Recent Engineering Applications in China on Coupling Boundary Elements With Finite Elements 

    Source: Applied Mechanics Reviews:;1997:;volume( 050 ):;issue: 012:;page 731
    Author(s): Xiaoyan Lei; Qinghua Du
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This review article deals with some recent investigations in China in coupling boundary elements (BEs) with finite elements (FEs) during the last decade. Two types of combination schemes are ...
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    Prediction Method of Ground Vibration Caused by High-Speed Railway Based on the Formula from the Federal Transportation Administration 

    Source: Journal of Transportation Engineering, Part A: Systems:;2023:;Volume ( 149 ):;issue: 009:;page 04023090-1
    Author(s): Cui Wang; Xiaoyan Lei; Wang Liu; Pixian Si
    Publisher: ASCE
    Abstract: To predict the environmental vibration caused by high-speed railways, a prediction method combining actual measurement and simulation is proposed based on the vibration prediction formula proposed by Federal Transportation ...
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    Design, Verification, and Test of the Bridge Structure Vibration Similarity Model 

    Source: Journal of Aerospace Engineering:;2021:;Volume ( 034 ):;issue: 001:;page 04020101
    Author(s): Xiaoyan Lei; Zhenguo Wang; Kun Luo
    Publisher: ASCE
    Abstract: At present, the method of model testing is rarely used to study the low-frequency vibration problems of bridge structures, because it is difficult to keep the similarity between the bridge model and the prototype in model ...
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    Lifetime Performance Assessment of Railway Ballastless Track Systems Affected by a Mortar Interface Defect 

    Source: Journal of Aerospace Engineering:;2019:;Volume (032):;issue:004
    Author(s): Qingsong Feng;Kui Sun;Huapeng Chen;Xiaoyan Lei;Wei Wang
    Publisher: American Society of Civil Engineers
    Abstract: Defects at the interface between the slab track and the cement asphalt (CA) mortar layer can have significant effects on the dynamic response of a vehicle-track system. This paper proposes a method for analyzing the ...
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    Lifetime Performance Assessment of Railway Ballastless Track Systems Affected by a Mortar Interface Defect 

    Source: Journal of Aerospace Engineering:;2019:;Volume ( 032 ):;issue: 004
    Author(s): Qingsong Feng; Kui Sun; Huapeng Chen; Xiaoyan Lei; Wei Wang
    Publisher: American Society of Civil Engineers
    Abstract: Defects at the interface between the slab track and the cement asphalt (CA) mortar layer can have significant effects on the dynamic response of a vehicle-track system. This paper proposes a method for analyzing the ...
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