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    Closure to “Wind‐Induced Fatigue Loading and Damage to Hip and Gable Roof Claddings” by Y. L. Xu 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Y. L. Xu
    Publisher: American Society of Civil Engineers
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    Closure to “Wind‐Induced Fatigue Loading and Damage to Hip and Gable Roof Claddings” by Y. L. Xu 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Y. L. Xu
    Publisher: American Society of Civil Engineers
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    Fatigue Performance of Screw-Fastened Light-Gauge-Steel Roofing Sheets 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 003
    Author(s): Y. L. Xu
    Publisher: American Society of Civil Engineers
    Abstract: When subjected to strong sustained fluctuating wind uplift, screw-fastened light-gauge-steel profiled roofing sheets may fail locally in the vicinity of fasteners by cracking due to fatigue, resulting in the sheeting being ...
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    Determination of Wind-Induced Fatigue Loading on Roof Cladding 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 009
    Author(s): Y. L. Xu
    Publisher: American Society of Civil Engineers
    Abstract: Strong wind pressures can cause severe fatigue damage to the screw-fastened light gauge steel roofing of low-rise buildings. An approach to determine the fatigue loading of roof cladding is presented here. The rain-flow ...
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    Wind-Induced Fatigue Loading and Damage to Hip and Gable Roof Claddings 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 012
    Author(s): Y. L. Xu
    Publisher: American Society of Civil Engineers
    Abstract: Wind-induced fatigue loading and damage to roof claddings on gable-roof and hip-roof buildings are investigated in this study through both wind tunnel tests and computer analyses. The magnitude and distribution of wind ...
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    Vibration of Inclined Sag Cables with Oil Dampers in Cable-Stayed Bridges 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 004
    Author(s): Y. L. Xu; Z. Yu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents both free and forced vibration analyses of inclined cables, including the effects of cable sag, equipped with oil dampers in cable-stayed bridges by using a hybrid method recently developed by the ...
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    Structural Damage Detection Using Empirical Mode Decomposition: Experimental Investigation 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 011
    Author(s): Y. L. Xu; J. Chen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental investigation on the applicability of the empirical mode decomposition (EMD) for identifying structural damage caused by a sudden change of structural stiffness. A three-story shear ...
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    Characterizing Nonstationary Wind Speed Using Empirical Mode Decomposition 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Y. L. Xu; J. Chen
    Publisher: American Society of Civil Engineers
    Abstract: This paper explores how to characterize nonstationary wind speed that can be modeled as a deterministic time-varying mean wind speed component plus a stationary random process for the fluctuating wind speed component. The ...
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    Two-Stage Covariance-Based Multisensing Damage Detection Method 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 003
    Author(s): J. F. Lin; Y. L. Xu
    Publisher: American Society of Civil Engineers
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    Semianalytical Method for Parametric Study of Tuned Mass Dampers 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): Y. L. Xu; K. C. S. Kwok
    Publisher: American Society of Civil Engineers
    Abstract: Based on wind‐tunnel measurements of wind‐induced response of tall buildings, a semianalytical method of performing parametric study of tuned mass dampers for tall buildings is proposed. This method was verified through a ...
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