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    Dynamic Response of Tertiary Subsystems

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 008
    Author:
    Takeru Igusa
    ,
    Armen Der Kiureghian
    DOI: 10.1061/(ASCE)0733-9399(1988)114:8(1375)
    Publisher: American Society of Civil Engineers
    Abstract: An efficient and accurate method is presented for dynamic analysis of tertiary subsystems mounted on primary‐secondary systems, such as control devices attached to piping in nuclear power plants. Modal properties, such as natural frequencies, damping ratios, and mode shapes, of the composite primary‐secondary‐tertiary system are derived in terms of the known subsystem properties, employing previously developed modal synthesis and perturbation results for primary‐secondary systems, which are extended here to subsystems with non‐classical damping. The method is direct in that the response of the tertiary subsystem is obtained in terms of the input excitation without the need to generate intermediate results, such as floor response spectra. Important effects of tuning, interaction, nonclassical damping, and spatial coupling are fully accounted for. The paper also presents an in‐depth analysis of the conditions and effects of tuning in primary‐secondary‐tertiary systems.
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      Dynamic Response of Tertiary Subsystems

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    contributor authorTakeru Igusa
    contributor authorArmen Der Kiureghian
    date accessioned2017-05-08T22:21:40Z
    date available2017-05-08T22:21:40Z
    date copyrightAugust 1988
    date issued1988
    identifier other%28asce%290733-9399%281988%29114%3A8%281375%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78675
    description abstractAn efficient and accurate method is presented for dynamic analysis of tertiary subsystems mounted on primary‐secondary systems, such as control devices attached to piping in nuclear power plants. Modal properties, such as natural frequencies, damping ratios, and mode shapes, of the composite primary‐secondary‐tertiary system are derived in terms of the known subsystem properties, employing previously developed modal synthesis and perturbation results for primary‐secondary systems, which are extended here to subsystems with non‐classical damping. The method is direct in that the response of the tertiary subsystem is obtained in terms of the input excitation without the need to generate intermediate results, such as floor response spectra. Important effects of tuning, interaction, nonclassical damping, and spatial coupling are fully accounted for. The paper also presents an in‐depth analysis of the conditions and effects of tuning in primary‐secondary‐tertiary systems.
    publisherAmerican Society of Civil Engineers
    titleDynamic Response of Tertiary Subsystems
    typeJournal Paper
    journal volume114
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1988)114:8(1375)
    treeJournal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 008
    contenttypeFulltext
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