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

    STRIDE for Structural Identification Using Expectation Maximization: Iterative Output-Only Method for Modal Identification

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 004
    Author:
    Thomas J. Matarazzo
    ,
    Shamim N. Pakzad
    DOI: 10.1061/(ASCE)EM.1943-7889.0000951
    Publisher: American Society of Civil Engineers
    Abstract: This paper introduces structural identification using expectation maximization (STRIDE), a novel application of the expectation maximization (EM) algorithm and approach for output-only modal identification. The EM algorithm can be used to estimate the maximum likelihood parameters of a state-space model. In this context, the state-space model represents the equation of motion for a linear dynamic system. STRIDE is an iterative procedure that uses Kalman filtering and Rauch-Tung-Striebel (RTS) smoothing equations to produce estimates of the unobserved states; these calculations are based on the observed data and prior estimates of the state-space parameters. With this information, the conditional likelihood of the model is maximized and the state-space parameters are updated at each iteration. Once an iteration meets user-prescribed convergence criterion, the algorithm ends—yielding maximum likelihood estimates (MLE) for the state-space model parameters. The modal properties of the structure are then extracted from these MLE. The performance of STRIDE is compared in detail with eigenvalue realization algorithm-natural excitation technique (ERA-NExT) and eigenvalue realization algorithm-observer Kalman filter identification of output-only systems (ERA-OKID-OO) identification algorithms in the analyses of ambient vibration data from the Northampton Street Bridge and Golden Gate Bridge, both collected using a dense wireless sensor network. A computational comparison shows that STRIDE provides a successful identification at a significantly lower model order than ERA-NExT, ERA-OKID-OO, or auto-regressive (AR), simultaneously requiring fewer cumulative floating point operations than ERA-OKID-OO in both applications.
    • Download: (1.274Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      STRIDE for Structural Identification Using Expectation Maximization: Iterative Output-Only Method for Modal Identification

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/82200
    Collections
    • Journal of Engineering Mechanics

    Show full item record

    contributor authorThomas J. Matarazzo
    contributor authorShamim N. Pakzad
    date accessioned2017-05-08T22:32:10Z
    date available2017-05-08T22:32:10Z
    date copyrightApril 2016
    date issued2016
    identifier other48830523.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82200
    description abstractThis paper introduces structural identification using expectation maximization (STRIDE), a novel application of the expectation maximization (EM) algorithm and approach for output-only modal identification. The EM algorithm can be used to estimate the maximum likelihood parameters of a state-space model. In this context, the state-space model represents the equation of motion for a linear dynamic system. STRIDE is an iterative procedure that uses Kalman filtering and Rauch-Tung-Striebel (RTS) smoothing equations to produce estimates of the unobserved states; these calculations are based on the observed data and prior estimates of the state-space parameters. With this information, the conditional likelihood of the model is maximized and the state-space parameters are updated at each iteration. Once an iteration meets user-prescribed convergence criterion, the algorithm ends—yielding maximum likelihood estimates (MLE) for the state-space model parameters. The modal properties of the structure are then extracted from these MLE. The performance of STRIDE is compared in detail with eigenvalue realization algorithm-natural excitation technique (ERA-NExT) and eigenvalue realization algorithm-observer Kalman filter identification of output-only systems (ERA-OKID-OO) identification algorithms in the analyses of ambient vibration data from the Northampton Street Bridge and Golden Gate Bridge, both collected using a dense wireless sensor network. A computational comparison shows that STRIDE provides a successful identification at a significantly lower model order than ERA-NExT, ERA-OKID-OO, or auto-regressive (AR), simultaneously requiring fewer cumulative floating point operations than ERA-OKID-OO in both applications.
    publisherAmerican Society of Civil Engineers
    titleSTRIDE for Structural Identification Using Expectation Maximization: Iterative Output-Only Method for Modal Identification
    typeJournal Paper
    journal volume142
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000951
    treeJournal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 004
    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