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    Deterministic Control of Column under Horizontal-Vertical Excitation

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 004
    Author:
    Seshasayee Ankireddi
    ,
    Henry T. Y. Yang
    DOI: 10.1061/(ASCE)0733-9399(2000)126:4(373)
    Publisher: American Society of Civil Engineers
    Abstract: A control methodology is presented for a column, modeled as a single-degree-of-freedom system subjected to simultaneous horizontal and vertical support motion. It is assumed that the support motions are uncertain, time varying, and norm bounded, and that the column itself has no uncertainties associated with it. The control signal is based on Lyapunov theory and noise-free state feedback measurements. The states of the resulting closed-loop system (namely displacement and velocity) are uniformly and ultimately bounded within a neighborhood of the zero state. To illustrate the features of the proposed controller, examples of nonhysteretic and hysteretic columns subjected to combined horizontal and vertical nonstationary seismic excitation are considered. Numerical results for the uncontrolled and controlled responses are obtained and analyzed. Several issues involved in the controller design are examined, and results illustrating the control performance and effectiveness are presented and discussed.
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      Deterministic Control of Column under Horizontal-Vertical Excitation

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    contributor authorSeshasayee Ankireddi
    contributor authorHenry T. Y. Yang
    date accessioned2017-05-08T22:39:11Z
    date available2017-05-08T22:39:11Z
    date copyrightApril 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A4%28373%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85173
    description abstractA control methodology is presented for a column, modeled as a single-degree-of-freedom system subjected to simultaneous horizontal and vertical support motion. It is assumed that the support motions are uncertain, time varying, and norm bounded, and that the column itself has no uncertainties associated with it. The control signal is based on Lyapunov theory and noise-free state feedback measurements. The states of the resulting closed-loop system (namely displacement and velocity) are uniformly and ultimately bounded within a neighborhood of the zero state. To illustrate the features of the proposed controller, examples of nonhysteretic and hysteretic columns subjected to combined horizontal and vertical nonstationary seismic excitation are considered. Numerical results for the uncontrolled and controlled responses are obtained and analyzed. Several issues involved in the controller design are examined, and results illustrating the control performance and effectiveness are presented and discussed.
    publisherAmerican Society of Civil Engineers
    titleDeterministic Control of Column under Horizontal-Vertical Excitation
    typeJournal Paper
    journal volume126
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:4(373)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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