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    Optimum Characteristics of Isolated Structures

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 012
    Author:
    Michalakis C. Constantinou
    ,
    Itadj G. Tadjbakhsh
    DOI: 10.1061/(ASCE)0733-9445(1985)111:12(2733)
    Publisher: American Society of Civil Engineers
    Abstract: The effect of frequency content of the ground excitation on the optimum design of a base isolation system and a first‐story damping system is investigated. The ground excitation is modeled as a filtered white noise with Kanai‐Tajimi power spectral density. The stationary response, including peak response, is derived in closed form. Small “ground frequencies” result in considerable differences of the optimum design as compared with the one based on a white noise model of the excitation. Examples show the manner of applying the results to an ordinary two‐story structure. Time‐history analyses of the optimized structures confirm the results of the stochastic analysis.
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      Optimum Characteristics of Isolated Structures

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    https://yetl.yabesh.ir/yetl1/handle/yetl/29484
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    contributor authorMichalakis C. Constantinou
    contributor authorItadj G. Tadjbakhsh
    date accessioned2017-05-08T20:51:30Z
    date available2017-05-08T20:51:30Z
    date copyrightDecember 1985
    date issued1985
    identifier other%28asce%290733-9445%281985%29111%3A12%282733%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29484
    description abstractThe effect of frequency content of the ground excitation on the optimum design of a base isolation system and a first‐story damping system is investigated. The ground excitation is modeled as a filtered white noise with Kanai‐Tajimi power spectral density. The stationary response, including peak response, is derived in closed form. Small “ground frequencies” result in considerable differences of the optimum design as compared with the one based on a white noise model of the excitation. Examples show the manner of applying the results to an ordinary two‐story structure. Time‐history analyses of the optimized structures confirm the results of the stochastic analysis.
    publisherAmerican Society of Civil Engineers
    titleOptimum Characteristics of Isolated Structures
    typeJournal Paper
    journal volume111
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:12(2733)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 012
    contenttypeFulltext
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