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    Cable Modal Parameter Identification. II: Modal Tests

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 001
    Author:
    Wei-Xin Ren
    ,
    Wei-Hua Hu
    DOI: 10.1061/(ASCE)0733-9399(2009)135:1(51)
    Publisher: American Society of Civil Engineers
    Abstract: The cable dynamic stiffness describes the load–deformation behavior that reflects the cable intrinsic dynamic characteristics. It is defined as a ratio of response to excitation and represents a very similar frequency response property to the frequency response function (FRF). Therefore, by fitting both analytical cable dynamic stiffness and measured frequency response function, the modal parameters of cables can be identified. Based on the simplified cable dynamic stiffness proposed in the first part of the two-part paper, this paper presents a cable dynamic stiffness based procedure to identify the cable modal parameters (natural frequencies and damping ratios) by modal tests. To carry out the curve fitting, a nonlinear least-squares approach is used. A numerical simulation example is first introduced to illustrate the feasibility of the proposed method. Further, a series of cable modal tests are conducted in the laboratory with different cable tensions and the frequency response functions are measured accordingly. A number of issues related to the cable modal tests have been discussed, such as accelerometer arrangement and excitation placement, frequency resolution, windowing, and averaging. It is demonstrated that the cable modal parameters can be effectively identified by using the proposed method through the cable modal tests.
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      Cable Modal Parameter Identification. II: Modal Tests

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86607
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    contributor authorWei-Xin Ren
    contributor authorWei-Hua Hu
    date accessioned2017-05-08T22:41:26Z
    date available2017-05-08T22:41:26Z
    date copyrightJanuary 2009
    date issued2009
    identifier other%28asce%290733-9399%282009%29135%3A1%2851%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86607
    description abstractThe cable dynamic stiffness describes the load–deformation behavior that reflects the cable intrinsic dynamic characteristics. It is defined as a ratio of response to excitation and represents a very similar frequency response property to the frequency response function (FRF). Therefore, by fitting both analytical cable dynamic stiffness and measured frequency response function, the modal parameters of cables can be identified. Based on the simplified cable dynamic stiffness proposed in the first part of the two-part paper, this paper presents a cable dynamic stiffness based procedure to identify the cable modal parameters (natural frequencies and damping ratios) by modal tests. To carry out the curve fitting, a nonlinear least-squares approach is used. A numerical simulation example is first introduced to illustrate the feasibility of the proposed method. Further, a series of cable modal tests are conducted in the laboratory with different cable tensions and the frequency response functions are measured accordingly. A number of issues related to the cable modal tests have been discussed, such as accelerometer arrangement and excitation placement, frequency resolution, windowing, and averaging. It is demonstrated that the cable modal parameters can be effectively identified by using the proposed method through the cable modal tests.
    publisherAmerican Society of Civil Engineers
    titleCable Modal Parameter Identification. II: Modal Tests
    typeJournal Paper
    journal volume135
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2009)135:1(51)
    treeJournal of Engineering Mechanics:;2009:;Volume ( 135 ):;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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