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    Real‐Time System Identification of Degrading Structures

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 010
    Author:
    C. C. Lin
    ,
    T. T. Soong
    ,
    H. G. Natke
    DOI: 10.1061/(ASCE)0733-9399(1990)116:10(2258)
    Publisher: American Society of Civil Engineers
    Abstract: On‐line identification becomes an important issue when structures undergo nonlinear and time‐dependent degrading behavior under large loads. In this paper, a real‐time, time‐domain system‐identification technique is developed to identify time‐varying system parameters for a multidegree‐of‐freedom degrading structure subjected to general dynamic loads, such as earthquakes. A system of second‐order, linear, ordinary differential equations with time‐varying system parameters is solved to generate the system response using the Newmark time‐integration method. Gaussian white noise is added to the response, and the results are used to simulate the measurements. Then, a least‐squares method is employed to estimate the system parameters in real time based on input data and corresponding response measurements with or without noise. Two numerical examples, a single‐degree‐of‐freedom and a three‐degree‐of‐freedom structure subjected to a simulated El Centro earthquake, are considered. The changes in structural stiffnesses for the example problems are identified. Encouraging results are obtained for both cases.
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      Real‐Time System Identification of Degrading Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81342
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    contributor authorC. C. Lin
    contributor authorT. T. Soong
    contributor authorH. G. Natke
    date accessioned2017-05-08T22:29:00Z
    date available2017-05-08T22:29:00Z
    date copyrightOctober 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A10%282258%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81342
    description abstractOn‐line identification becomes an important issue when structures undergo nonlinear and time‐dependent degrading behavior under large loads. In this paper, a real‐time, time‐domain system‐identification technique is developed to identify time‐varying system parameters for a multidegree‐of‐freedom degrading structure subjected to general dynamic loads, such as earthquakes. A system of second‐order, linear, ordinary differential equations with time‐varying system parameters is solved to generate the system response using the Newmark time‐integration method. Gaussian white noise is added to the response, and the results are used to simulate the measurements. Then, a least‐squares method is employed to estimate the system parameters in real time based on input data and corresponding response measurements with or without noise. Two numerical examples, a single‐degree‐of‐freedom and a three‐degree‐of‐freedom structure subjected to a simulated El Centro earthquake, are considered. The changes in structural stiffnesses for the example problems are identified. Encouraging results are obtained for both cases.
    publisherAmerican Society of Civil Engineers
    titleReal‐Time System Identification of Degrading Structures
    typeJournal Paper
    journal volume116
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:10(2258)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 010
    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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