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    Random Vibration under Propagating Excitation: Closed‐Form Solutions

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 003
    Author:
    Ronald S. Harichandran
    DOI: 10.1061/(ASCE)0733-9399(1992)118:3(575)
    Publisher: American Society of Civil Engineers
    Abstract: Closed‐form solutions are presented for random vibration response integrals arising in the analysis of multi‐degree‐of‐freedom (MDOF) systems to stationary nodal and/or support excitations Any pair of excitations must either be fully coherent (i.e., have identical frequency distribution) or totally incoherent. Fully coherent excitations may propagate with constant velocity, and have local amplitude variation. Solutions are presented for the response spectral moments under commonly used excitation spectra, including white noise, band‐limited white noise, rational spectra, and spectra that are piecewise linear in log‐log scale. These solutions provide complete generalizations of existing solutions, can save a great deal of computational effort in the random vibration analysis of large systems, and avoid difficulties that may be encountered in numerical integration when the integrands are highly oscillatory due to slow propagation velocities. It should be noted, however, that the solutions presented cannot be applied when the excitations are partially coherent.
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      Random Vibration under Propagating Excitation: Closed‐Form Solutions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/83664
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    contributor authorRonald S. Harichandran
    date accessioned2017-05-08T22:36:33Z
    date available2017-05-08T22:36:33Z
    date copyrightMarch 1992
    date issued1992
    identifier other%28asce%290733-9399%281992%29118%3A3%28575%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83664
    description abstractClosed‐form solutions are presented for random vibration response integrals arising in the analysis of multi‐degree‐of‐freedom (MDOF) systems to stationary nodal and/or support excitations Any pair of excitations must either be fully coherent (i.e., have identical frequency distribution) or totally incoherent. Fully coherent excitations may propagate with constant velocity, and have local amplitude variation. Solutions are presented for the response spectral moments under commonly used excitation spectra, including white noise, band‐limited white noise, rational spectra, and spectra that are piecewise linear in log‐log scale. These solutions provide complete generalizations of existing solutions, can save a great deal of computational effort in the random vibration analysis of large systems, and avoid difficulties that may be encountered in numerical integration when the integrands are highly oscillatory due to slow propagation velocities. It should be noted, however, that the solutions presented cannot be applied when the excitations are partially coherent.
    publisherAmerican Society of Civil Engineers
    titleRandom Vibration under Propagating Excitation: Closed‐Form Solutions
    typeJournal Paper
    journal volume118
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1992)118:3(575)
    treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 003
    contenttypeFulltext
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