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    Nonlinear Rocking Motions. II: Overturning under Random Excitations

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 008
    Author:
    H. Lin
    ,
    S. C. S. Yim
    DOI: 10.1061/(ASCE)0733-9399(1996)122:8(728)
    Publisher: American Society of Civil Engineers
    Abstract: Rocking responses of rigid objects under combined deterministic and stochastic excitations of arbitrary relative intensities are examined from a fully probabilistic perspective. The associated Fokker-Planck equation is derived and numerically solved by a path-integral solution procedure to obtain the joint probability density functions (JPDFs). The evolutions and the steady states of the JPDFs are employed to elucidate the global behavior of the rocking responses. As found in the companion paper, numerical results confirm that the presence of stochastic excitation bridges the domains of attraction of coexisting responses, and that overturning attractors are of the greatest relative stability. Thus, all rocking response trajectories that visit near the heteroclinic orbit will eventually lead to overturning under the influence of stochastic excitation. A rapid leakage of the probability (mass) out of the “safe” (bounded, chaotic) domain to the overturning regime implies weak stability of the chaotic attractor. Using mean first-passage time as a performance index, sensitivity of rocking responses to system parameters and (non)stationarity of the stochastic excitation is also investigated.
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      Nonlinear Rocking Motions. II: Overturning under Random Excitations

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    contributor authorH. Lin
    contributor authorS. C. S. Yim
    date accessioned2017-05-08T22:38:02Z
    date available2017-05-08T22:38:02Z
    date copyrightAugust 1996
    date issued1996
    identifier other%28asce%290733-9399%281996%29122%3A8%28728%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84455
    description abstractRocking responses of rigid objects under combined deterministic and stochastic excitations of arbitrary relative intensities are examined from a fully probabilistic perspective. The associated Fokker-Planck equation is derived and numerically solved by a path-integral solution procedure to obtain the joint probability density functions (JPDFs). The evolutions and the steady states of the JPDFs are employed to elucidate the global behavior of the rocking responses. As found in the companion paper, numerical results confirm that the presence of stochastic excitation bridges the domains of attraction of coexisting responses, and that overturning attractors are of the greatest relative stability. Thus, all rocking response trajectories that visit near the heteroclinic orbit will eventually lead to overturning under the influence of stochastic excitation. A rapid leakage of the probability (mass) out of the “safe” (bounded, chaotic) domain to the overturning regime implies weak stability of the chaotic attractor. Using mean first-passage time as a performance index, sensitivity of rocking responses to system parameters and (non)stationarity of the stochastic excitation is also investigated.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Rocking Motions. II: Overturning under Random Excitations
    typeJournal Paper
    journal volume122
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1996)122:8(728)
    treeJournal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 008
    contenttypeFulltext
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