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    Controller Designs for Seismic-Excited Buildings with Bounded Actuators

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 008
    Author:
    T. Nguyen
    ,
    F. Jabbari
    ,
    S. de Miguel
    DOI: 10.1061/(ASCE)0733-9399(1998)124:8(857)
    Publisher: American Society of Civil Engineers
    Abstract: Two design techniques are proposed to improve disturbance attenuation of seismic-excited buildings with bounded actuators. The first technique is based strictly on the quadratic stabilization with a disturbance attenuation technique and the second relies on a multiobjective approach that combines the first technique with constraints on the inputs. The second technique makes use of the available information regarding actuator capacity and peak magnitude of disturbance; hence, its results are less conservative. The sufficient conditions for feasibility of a full-state feedback controller are expressed in terms of linear matrix inequalities (LMIs). For the output feedback design, it is assumed that ground acceleration is available for measurement and the controller is assumed to have an observer-based structure. The validity and applicability of the two proposed techniques are illustrated using simulations of a six-story building subjected to earthquake.
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      Controller Designs for Seismic-Excited Buildings with Bounded Actuators

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84840
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    contributor authorT. Nguyen
    contributor authorF. Jabbari
    contributor authorS. de Miguel
    date accessioned2017-05-08T22:38:43Z
    date available2017-05-08T22:38:43Z
    date copyrightAugust 1998
    date issued1998
    identifier other%28asce%290733-9399%281998%29124%3A8%28857%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84840
    description abstractTwo design techniques are proposed to improve disturbance attenuation of seismic-excited buildings with bounded actuators. The first technique is based strictly on the quadratic stabilization with a disturbance attenuation technique and the second relies on a multiobjective approach that combines the first technique with constraints on the inputs. The second technique makes use of the available information regarding actuator capacity and peak magnitude of disturbance; hence, its results are less conservative. The sufficient conditions for feasibility of a full-state feedback controller are expressed in terms of linear matrix inequalities (LMIs). For the output feedback design, it is assumed that ground acceleration is available for measurement and the controller is assumed to have an observer-based structure. The validity and applicability of the two proposed techniques are illustrated using simulations of a six-story building subjected to earthquake.
    publisherAmerican Society of Civil Engineers
    titleController Designs for Seismic-Excited Buildings with Bounded Actuators
    typeJournal Paper
    journal volume124
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1998)124:8(857)
    treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 008
    contenttypeFulltext
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