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    The Energy Flow Analysis as a Tool for Identification of Damping in Tall Buildings Subjected to Wind: Contributions of the Foundation and the Building Structure

    Source: Journal of Vibration and Acoustics:;2019:;volume( 141 ):;issue: 001::page 11013
    Author:
    Gómez, S. S.
    ,
    Metrikine, A. V.
    DOI: 10.1115/1.4040975
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, the energy dissipated in a tall building is identified by means of the energy flow analysis. This approach allows assessing energy dissipation within a specific domain or element of the structure. In this work, the focus is placed on the superstructure, which is the part of the building above the ground, and on the foundation. Damping operators for the superstructure and the foundation are formulated based on the identified energy dissipation in these parts of the building. The obtained damping operators are used to compute the modal damping ratios in a simplified model of the building. The modal damping ratios of the three lowest modes of vibration are compared to those identified in full-scale measurements by means of the half-power bandwidth method.
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      The Energy Flow Analysis as a Tool for Identification of Damping in Tall Buildings Subjected to Wind: Contributions of the Foundation and the Building Structure

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4256279
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    contributor authorGómez, S. S.
    contributor authorMetrikine, A. V.
    date accessioned2019-03-17T10:43:05Z
    date available2019-03-17T10:43:05Z
    date copyright9/10/2018 12:00:00 AM
    date issued2019
    identifier issn1048-9002
    identifier othervib_141_01_011013.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4256279
    description abstractIn this paper, the energy dissipated in a tall building is identified by means of the energy flow analysis. This approach allows assessing energy dissipation within a specific domain or element of the structure. In this work, the focus is placed on the superstructure, which is the part of the building above the ground, and on the foundation. Damping operators for the superstructure and the foundation are formulated based on the identified energy dissipation in these parts of the building. The obtained damping operators are used to compute the modal damping ratios in a simplified model of the building. The modal damping ratios of the three lowest modes of vibration are compared to those identified in full-scale measurements by means of the half-power bandwidth method.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Energy Flow Analysis as a Tool for Identification of Damping in Tall Buildings Subjected to Wind: Contributions of the Foundation and the Building Structure
    typeJournal Paper
    journal volume141
    journal issue1
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4040975
    journal fristpage11013
    journal lastpage011013-11
    treeJournal of Vibration and Acoustics:;2019:;volume( 141 ):;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
    yabeshDSpacePersian