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    Random Response to Periodic Excitation with Correlated Disturbances

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 011
    Author:
    Zhikun Hou
    ,
    Yunshen Zhou
    ,
    Mikhail F. Dimentberg
    ,
    Mohammad Noori
    DOI: 10.1061/(ASCE)0733-9399(1996)122:11(1101)
    Publisher: American Society of Civil Engineers
    Abstract: The paper addresses non-Gaussian stationary response of linear single-degree-of-freedom (SDOF) systems subject to a periodic excitation with correlated random amplitude and phase disturbances that are modeled as correlated Gaussian white noise processes. Correlation between amplitude and phase modulation is specified by the cross-correlation coefficient. Numerical results for the second and fourth moment responses are presented. The probability density function of the response is calculated based on the cumulant-neglect closure method. Non-Gaussian nature of the response is discussed in terms of the excess factor. The results show that the moment responses generally increase with larger random amplitude disturbance and may decrease with larger random phase modulation for a lightly damped system at resonance. The cross correlation between amplitude and phase disturbances plays an important role in the system moment response. Larger system damping results in smaller system moment responses. The moment response may approach a limiting value, depending on the intensity of the amplitude disturbance, as the relative detuning or phase modulation increases. For the case of the phase modulation alone, the response may become Gaussian in the sense of up to the fourth-order moment for sufficiently large relative detuning or random phase disturbances.
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      Random Response to Periodic Excitation with Correlated Disturbances

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84337
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    contributor authorZhikun Hou
    contributor authorYunshen Zhou
    contributor authorMikhail F. Dimentberg
    contributor authorMohammad Noori
    date accessioned2017-05-08T22:37:48Z
    date available2017-05-08T22:37:48Z
    date copyrightNovember 1996
    date issued1996
    identifier other%28asce%290733-9399%281996%29122%3A11%281101%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84337
    description abstractThe paper addresses non-Gaussian stationary response of linear single-degree-of-freedom (SDOF) systems subject to a periodic excitation with correlated random amplitude and phase disturbances that are modeled as correlated Gaussian white noise processes. Correlation between amplitude and phase modulation is specified by the cross-correlation coefficient. Numerical results for the second and fourth moment responses are presented. The probability density function of the response is calculated based on the cumulant-neglect closure method. Non-Gaussian nature of the response is discussed in terms of the excess factor. The results show that the moment responses generally increase with larger random amplitude disturbance and may decrease with larger random phase modulation for a lightly damped system at resonance. The cross correlation between amplitude and phase disturbances plays an important role in the system moment response. Larger system damping results in smaller system moment responses. The moment response may approach a limiting value, depending on the intensity of the amplitude disturbance, as the relative detuning or phase modulation increases. For the case of the phase modulation alone, the response may become Gaussian in the sense of up to the fourth-order moment for sufficiently large relative detuning or random phase disturbances.
    publisherAmerican Society of Civil Engineers
    titleRandom Response to Periodic Excitation with Correlated Disturbances
    typeJournal Paper
    journal volume122
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1996)122:11(1101)
    treeJournal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 011
    contenttypeFulltext
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