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    Modified Sliding Mode Control for Wind-Excited Benchmark Problem

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 004
    Author:
    Jong-Cheng Wu
    ,
    Jann N. Yang
    DOI: 10.1061/(ASCE)0733-9399(2004)130:4(499)
    Publisher: American Society of Civil Engineers
    Abstract: Among promising control strategies, the sliding mode control is particularly robust with respect to structural uncertainty. In this paper, a modified sliding mode control (MSMC) strategy using dynamic output feedback is presented and demonstrated for the wind-excited benchmark building equipped with an ATMD (active tuned mass damper) control device. The main advantage of the MSMC presented is its ability to systematically modulate the control effort through the introduction of a prefilter prior to the control force. For practical implementation of a MSMC using acceleration measurements at strategic locations, a Kalman–Bucy filter type of observer is designed based on the augmented system. Hence the sliding surface design is composed of the observer state, and the modulation of control forces can be achieved by forming an optimization problem with a linear quadratic objective function. As shown by the simulation results of the wind-excited benchmark building, the modified sliding mode controller indeed has the capability of systematically modulating the control force. Moreover, the remarkable performance of the MSMC demonstrates that the strategy presented is suitable for the wind-excited tall buildings.
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      Modified Sliding Mode Control for Wind-Excited Benchmark Problem

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85914
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    contributor authorJong-Cheng Wu
    contributor authorJann N. Yang
    date accessioned2017-05-08T22:40:23Z
    date available2017-05-08T22:40:23Z
    date copyrightApril 2004
    date issued2004
    identifier other%28asce%290733-9399%282004%29130%3A4%28499%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85914
    description abstractAmong promising control strategies, the sliding mode control is particularly robust with respect to structural uncertainty. In this paper, a modified sliding mode control (MSMC) strategy using dynamic output feedback is presented and demonstrated for the wind-excited benchmark building equipped with an ATMD (active tuned mass damper) control device. The main advantage of the MSMC presented is its ability to systematically modulate the control effort through the introduction of a prefilter prior to the control force. For practical implementation of a MSMC using acceleration measurements at strategic locations, a Kalman–Bucy filter type of observer is designed based on the augmented system. Hence the sliding surface design is composed of the observer state, and the modulation of control forces can be achieved by forming an optimization problem with a linear quadratic objective function. As shown by the simulation results of the wind-excited benchmark building, the modified sliding mode controller indeed has the capability of systematically modulating the control force. Moreover, the remarkable performance of the MSMC demonstrates that the strategy presented is suitable for the wind-excited tall buildings.
    publisherAmerican Society of Civil Engineers
    titleModified Sliding Mode Control for Wind-Excited Benchmark Problem
    typeJournal Paper
    journal volume130
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2004)130:4(499)
    treeJournal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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