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    Novel Sensor Clustering–Based Approach for Simultaneous Detection of Stiffness and Mass Changes Using Output-Only Data

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 010
    Author:
    Qipei Mei
    ,
    Mustafa Gül
    DOI: 10.1061/(ASCE)ST.1943-541X.0001218
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a novel sensor clustering-based time series approach for anomaly detection. The basic idea of this approach is that localized change in the properties of a structure may affect the relationship between the accelerations around the position where the damage occurs. Therefore, for both healthy and damaged (or unknown state) structures, autoregressive moving average models with eXogenous inputs (ARMAX) are created for different clusters using the data from the sensors in these clusters. The difference of the ARMAX model coefficients are employed as damage features (DFs) to determine the existence, location, and severity of the damage. To verify this approach, it is first applied to a 4-DOF mass spring system and then to the shear type IASC-ASCE numerical benchmark problem. It is shown that the approach performs successfully for different damage patterns. It is also demonstrated that the approach can not only accurately determine the location and severity of the damage, but can also distinguish between changes in stiffness and mass.
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      Novel Sensor Clustering–Based Approach for Simultaneous Detection of Stiffness and Mass Changes Using Output-Only Data

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81423
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    contributor authorQipei Mei
    contributor authorMustafa Gül
    date accessioned2017-05-08T22:29:19Z
    date available2017-05-08T22:29:19Z
    date copyrightOctober 2015
    date issued2015
    identifier other46557313.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81423
    description abstractThis paper presents a novel sensor clustering-based time series approach for anomaly detection. The basic idea of this approach is that localized change in the properties of a structure may affect the relationship between the accelerations around the position where the damage occurs. Therefore, for both healthy and damaged (or unknown state) structures, autoregressive moving average models with eXogenous inputs (ARMAX) are created for different clusters using the data from the sensors in these clusters. The difference of the ARMAX model coefficients are employed as damage features (DFs) to determine the existence, location, and severity of the damage. To verify this approach, it is first applied to a 4-DOF mass spring system and then to the shear type IASC-ASCE numerical benchmark problem. It is shown that the approach performs successfully for different damage patterns. It is also demonstrated that the approach can not only accurately determine the location and severity of the damage, but can also distinguish between changes in stiffness and mass.
    publisherAmerican Society of Civil Engineers
    titleNovel Sensor Clustering–Based Approach for Simultaneous Detection of Stiffness and Mass Changes Using Output-Only Data
    typeJournal Paper
    journal volume141
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0001218
    treeJournal of Structural Engineering:;2015:;Volume ( 141 ):;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
    yabeshDSpacePersian