YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Engineering Mechanics
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Engineering Mechanics
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Probabilistic Stability Robustness of Structural Systems

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 010
    Author:
    R. V. Field Jr.
    ,
    P. G. Voulgaris
    ,
    L. A. Bergman
    DOI: 10.1061/(ASCE)0733-9399(1996)122:10(1012)
    Publisher: American Society of Civil Engineers
    Abstract: Model uncertainty, if ignored, can seriously degrade the performance of an otherwise well-designed control system. If the level of this uncertainty is extreme, the system may even be driven to instability. In the context of structural control, performance degradation and instability imply excessive vibration or even structural failure. Robust control has typically been applied to the issue of model uncertainty through worst-case analyses. These traditional methods include the use of the structured singular value, as applied to the small gain condition, to provide estimates of controller robustness. However, this emphasis on the worst-case scenario has not allowed a probabilistic understanding of robust control. In this paper an attempt to view controller robustness as a probability measure is presented. The probability of failure due to parametric uncertainty is estimated using first-order reliability methods (FORM). It is demonstrated that FORM can provide quite accurate results on the probability of failure of actively controlled structures. Moreover, a comparison of FORM to a suitably modified structured singular value robustness analysis in a probabilistic framework is performed. It is shown that FORM is the superior analysis technique when applied to the class of problems discussed. In addition, the robustness qualities of various active control design schemes such as the linear quadratic regulator (LQR),
    • Download: (1.095Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Probabilistic Stability Robustness of Structural Systems

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/84315
    Collections
    • Journal of Engineering Mechanics

    Show full item record

    contributor authorR. V. Field Jr.
    contributor authorP. G. Voulgaris
    contributor authorL. A. Bergman
    date accessioned2017-05-08T22:37:45Z
    date available2017-05-08T22:37:45Z
    date copyrightOctober 1996
    date issued1996
    identifier other%28asce%290733-9399%281996%29122%3A10%281012%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84315
    description abstractModel uncertainty, if ignored, can seriously degrade the performance of an otherwise well-designed control system. If the level of this uncertainty is extreme, the system may even be driven to instability. In the context of structural control, performance degradation and instability imply excessive vibration or even structural failure. Robust control has typically been applied to the issue of model uncertainty through worst-case analyses. These traditional methods include the use of the structured singular value, as applied to the small gain condition, to provide estimates of controller robustness. However, this emphasis on the worst-case scenario has not allowed a probabilistic understanding of robust control. In this paper an attempt to view controller robustness as a probability measure is presented. The probability of failure due to parametric uncertainty is estimated using first-order reliability methods (FORM). It is demonstrated that FORM can provide quite accurate results on the probability of failure of actively controlled structures. Moreover, a comparison of FORM to a suitably modified structured singular value robustness analysis in a probabilistic framework is performed. It is shown that FORM is the superior analysis technique when applied to the class of problems discussed. In addition, the robustness qualities of various active control design schemes such as the linear quadratic regulator (LQR),
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Stability Robustness of Structural Systems
    typeJournal Paper
    journal volume122
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1996)122:10(1012)
    treeJournal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 010
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian