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    Damage Identification of Multistory Shear Structure from Sparse Modal Information

    Source: Journal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 001
    Author:
    S. K. Panigrahi
    ,
    S. Chakraverty
    ,
    B. K. Mishra
    DOI: 10.1061/(ASCE)CP.1943-5487.0000189
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a procedure to identify the damage of multistory shear structure from sparse modal information. Practically, it is difficult and expensive to measure modal response at many locations. A method has been proposed to compute the full modal information of a particular mode simply by knowing the frequency value of that mode. Then the concept of the residual force vector along with genetic algorithm has been implemented to get the location and extent of damage. Frequencies at different number of modes with and without corresponding partial mode shape is used as input to the model and results are compared to find out minimum number of modal information and their locations required for the best result. Experimental data are simulated numerically by solving eigen value problem of the damaged structure with inclusion of random noise on the vibration characteristics. Reliability of the procedure has been shown by various examples of multistory structure with different damaged situations. The model is also validated with some published results in this area to show the efficacy of the methodology.
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      Damage Identification of Multistory Shear Structure from Sparse Modal Information

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    http://yetl.yabesh.ir/yetl1/handle/yetl/59166
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    contributor authorS. K. Panigrahi
    contributor authorS. Chakraverty
    contributor authorB. K. Mishra
    date accessioned2017-05-08T21:40:34Z
    date available2017-05-08T21:40:34Z
    date copyrightJanuary 2013
    date issued2013
    identifier other%28asce%29cp%2E1943-5487%2E0000196.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59166
    description abstractThis paper presents a procedure to identify the damage of multistory shear structure from sparse modal information. Practically, it is difficult and expensive to measure modal response at many locations. A method has been proposed to compute the full modal information of a particular mode simply by knowing the frequency value of that mode. Then the concept of the residual force vector along with genetic algorithm has been implemented to get the location and extent of damage. Frequencies at different number of modes with and without corresponding partial mode shape is used as input to the model and results are compared to find out minimum number of modal information and their locations required for the best result. Experimental data are simulated numerically by solving eigen value problem of the damaged structure with inclusion of random noise on the vibration characteristics. Reliability of the procedure has been shown by various examples of multistory structure with different damaged situations. The model is also validated with some published results in this area to show the efficacy of the methodology.
    publisherAmerican Society of Civil Engineers
    titleDamage Identification of Multistory Shear Structure from Sparse Modal Information
    typeJournal Paper
    journal volume27
    journal issue1
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000189
    treeJournal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 001
    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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