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    LQR for State-Bounded Structural Control

    Source: Journal of Dynamic Systems, Measurement, and Control:;1996:;volume( 118 ):;issue: 001::page 113
    Author:
    C.-H. Chuang
    ,
    Q. Wang
    ,
    D.-N. Wu
    DOI: 10.1115/1.2801130
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In order to prevent structural damages, it is more important to bound the vibration amplitude than to reduce the vibration energy. However, in the performance index for linear quadratic regulator (LQR), the instantaneous amplitude of vibration is not minimized. An ordinary LQR may have an unacceptable amplitude at some time instant but still have a good performance. In this paper, we have developed an LQR with adjustable gains to guarantee bounds on the vibration amplitude. For scalar systems, the weighting for control is switched between two values which give a low-gain control when the amplitude is inside the bound and a high-gain control when the amplitude is going to violate the given bound. For multivariable systems, by assuming a matching condition, a similar controller structure has been obtained. This controller is favored for application since the main structure of a common LQR is not changed; the additional high-gain control is required only if the vibration amplitude fails to stay inside the bound. We have applied this controller to a five-story building with active tendon controllers. The results show that the largest oscillation at the first story stays within a given bound when the building is subject to earthquake excitation.
    keyword(s): Scalars , Oscillations , Control equipment , Vibration , Earthquakes AND Tendons ,
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      LQR for State-Bounded Structural Control

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/116748
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    • Journal of Dynamic Systems, Measurement, and Control

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    contributor authorC.-H. Chuang
    contributor authorQ. Wang
    contributor authorD.-N. Wu
    date accessioned2017-05-08T23:49:47Z
    date available2017-05-08T23:49:47Z
    date copyrightMarch, 1996
    date issued1996
    identifier issn0022-0434
    identifier otherJDSMAA-26220#113_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/116748
    description abstractIn order to prevent structural damages, it is more important to bound the vibration amplitude than to reduce the vibration energy. However, in the performance index for linear quadratic regulator (LQR), the instantaneous amplitude of vibration is not minimized. An ordinary LQR may have an unacceptable amplitude at some time instant but still have a good performance. In this paper, we have developed an LQR with adjustable gains to guarantee bounds on the vibration amplitude. For scalar systems, the weighting for control is switched between two values which give a low-gain control when the amplitude is inside the bound and a high-gain control when the amplitude is going to violate the given bound. For multivariable systems, by assuming a matching condition, a similar controller structure has been obtained. This controller is favored for application since the main structure of a common LQR is not changed; the additional high-gain control is required only if the vibration amplitude fails to stay inside the bound. We have applied this controller to a five-story building with active tendon controllers. The results show that the largest oscillation at the first story stays within a given bound when the building is subject to earthquake excitation.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleLQR for State-Bounded Structural Control
    typeJournal Paper
    journal volume118
    journal issue1
    journal titleJournal of Dynamic Systems, Measurement, and Control
    identifier doi10.1115/1.2801130
    journal fristpage113
    journal lastpage119
    identifier eissn1528-9028
    keywordsScalars
    keywordsOscillations
    keywordsControl equipment
    keywordsVibration
    keywordsEarthquakes AND Tendons
    treeJournal of Dynamic Systems, Measurement, and Control:;1996:;volume( 118 ):;issue: 001
    contenttypeFulltext
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