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    Parametric Random Vibrations under Non-Gaussian Delta-Correlated Processes 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 012
    Author(s): Sau-Lon James Hu
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses parametric random vibrations subjected to non-Gaussian delta-correlated processes as well as combinations of delta-correlated Gaussian and non-Gaussian processes. The scheme employs a response-moment ...
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    Response Cumulant Equations for Dynamic Systems under Delta-Correlated Processes 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Sau-Lon James Hu
    Publisher: American Society of Civil Engineers
    Abstract: This paper develops response cumulant differential equations (CDEs) that can be used to calculate response cumulants for dynamic systems under non-Gaussian, delta-correlated excitations. The derived CDEs apply to both ...
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    Stochastic Dynamic Response to Nonlinear Wave Loading: Fourth‐Moment Analysis 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 001
    Author(s): Sau‐Lon James Hu
    Publisher: American Society of Civil Engineers
    Abstract: This study presents an analytical method for calculating the fourth‐moment properties of the response of linear systems to a Morison‐type nonlinear random wave loading. The method is applicable to general cases with no ...
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    Closure to “<i>Stochastic Dynamic Response to Nonlinear Wave Loading: Fourth‐Moment Analysis</i>” by Sau‐Lon James Hu (January, 1990, Vol. 116, No. 1) 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 006
    Author(s): Sau‐Lon James Hu
    Publisher: American Society of Civil Engineers
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    Probabilistic Independence and Joint Cumulants 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 003
    Author(s): Sau‐Lon James Hu
    Publisher: American Society of Civil Engineers
    Abstract: The assumption of probabilistic independence is commonly made in engineering analysis to gain mathematical tractability. Although the criteria of the independence of random variables have been presented in many different ...
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    Responses of Dynamic Systems Excited by Non‐Gaussian Pulse Processes 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 009
    Author(s): Sau‐Lon James Hu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an efficient method for calculating the response statistics of dynamic systems subjected to Poisson‐distributed (non‐Gaussian) pulse processes. The procedure to be followed is based on an extension of ...
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    Closure to “<i>Responses of Dynamic Systems Excited by Non‐Gaussian Pulse Processes</i>” by Sau‐Lon James Hu (September, 1993, Vol. 119, No. 9) 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 011
    Author(s): Sau‐Lon James Hu
    Publisher: American Society of Civil Engineers
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    Computing Transient Response of Dynamic Systems in the Frequency Domain 

    Source: Journal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 002
    Author(s): Sau-Lon James Hu; Bin Gao
    Publisher: American Society of Civil Engineers
    Abstract: Frequency-domain methods are usually more efficient computationally than time-domain methods to compute the responses of linear dynamic systems. However, a common drawback of frequency-domain methods is that computed ...
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    Model Conversion Technique for Structural Dynamic Systems 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): Sau-Lon James Hu; Huajun Li
    Publisher: American Society of Civil Engineers
    Abstract: This technical note introduces a novel
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    Tuned Mass Damper Design for Optimally Minimizing Fatigue Damage 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 006
    Author(s): Hua-Jun Li; Sau-Lon James Hu
    Publisher: American Society of Civil Engineers
    Abstract: Traditionally the usage of a tuned mass damper (TMD) is to improve the survivability of the primary structure under an extraordinary loading environment while the design loading condition is often described by a harmonic ...
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