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    Biased Modal Estimates from Random Decrement Signatures of Forced Acceleration Responses

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author:
    Chiu Jen Ku
    ,
    Jack Edward Cermak
    ,
    Li-Shu Chou
    DOI: 10.1061/(ASCE)0733-9445(2007)133:8(1180)
    Publisher: American Society of Civil Engineers
    Abstract: The following study investigates a parameter identification problem of a linear dynamic system resulting from forced acceleration responses without any knowledge of input forces. When such a forced acceleration response is used by the random decrement technique, the formed random decrement signature of the acceleration response has an additional amount from the random decrement signature of the input force. The random decrement signatures obtained from a three degrees of freedom dynamic system excited by white noise forces are used to show the identification problem using the Ibrahim time domain algorithm. Results reveal that the random decrement signatures of the white noise forces corrupt the random decrement signatures of the acceleration responses, leading to the biased estimates of the modal parameters, especially for the damping estimates. To avoid the random decrement signatures of input forces in the random decrement signatures of the forced acceleration responses, a solution is provided for the use of the random decrement technique.
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      Biased Modal Estimates from Random Decrement Signatures of Forced Acceleration Responses

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35093
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    contributor authorChiu Jen Ku
    contributor authorJack Edward Cermak
    contributor authorLi-Shu Chou
    date accessioned2017-05-08T21:00:19Z
    date available2017-05-08T21:00:19Z
    date copyrightAugust 2007
    date issued2007
    identifier other%28asce%290733-9445%282007%29133%3A8%281180%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35093
    description abstractThe following study investigates a parameter identification problem of a linear dynamic system resulting from forced acceleration responses without any knowledge of input forces. When such a forced acceleration response is used by the random decrement technique, the formed random decrement signature of the acceleration response has an additional amount from the random decrement signature of the input force. The random decrement signatures obtained from a three degrees of freedom dynamic system excited by white noise forces are used to show the identification problem using the Ibrahim time domain algorithm. Results reveal that the random decrement signatures of the white noise forces corrupt the random decrement signatures of the acceleration responses, leading to the biased estimates of the modal parameters, especially for the damping estimates. To avoid the random decrement signatures of input forces in the random decrement signatures of the forced acceleration responses, a solution is provided for the use of the random decrement technique.
    publisherAmerican Society of Civil Engineers
    titleBiased Modal Estimates from Random Decrement Signatures of Forced Acceleration Responses
    typeJournal Paper
    journal volume133
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2007)133:8(1180)
    treeJournal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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