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    Role of Indicial Functions in Buffeting Analysis of Bridges

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 007
    Author:
    Robert H. Scanlan
    DOI: 10.1061/(ASCE)0733-9445(1984)110:7(1433)
    Publisher: American Society of Civil Engineers
    Abstract: The problem of the wind buffeting of bluff bodies, in this instance bridge decks, is reexamined in the present paper from the standpoint of linearized theory. The links of flutter derivatives to aerodynamic indicial functions are first recalled and extended. The possibility that these functions offer of simplifying investigative aerodynamic tests of bridge models is discussed. Finally, the gust response problem is set up for a two‐dimensional model in the time domain, employing aerodynamic indicial functions. The equations are then Fourier transformed to the frequency domain, preserving in the process the correct relations between the frequency‐dependent flutter coefficients and the aerodynamic buffeting force spectra. Methods for estimating maximal excursions of the model are then recalled. The paper offers a theoretical framework for future wind tunnel model investigations under turbulent flow.
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      Role of Indicial Functions in Buffeting Analysis of Bridges

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    contributor authorRobert H. Scanlan
    date accessioned2017-05-08T20:51:16Z
    date available2017-05-08T20:51:16Z
    date copyrightJuly 1984
    date issued1984
    identifier other%28asce%290733-9445%281984%29110%3A7%281433%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29345
    description abstractThe problem of the wind buffeting of bluff bodies, in this instance bridge decks, is reexamined in the present paper from the standpoint of linearized theory. The links of flutter derivatives to aerodynamic indicial functions are first recalled and extended. The possibility that these functions offer of simplifying investigative aerodynamic tests of bridge models is discussed. Finally, the gust response problem is set up for a two‐dimensional model in the time domain, employing aerodynamic indicial functions. The equations are then Fourier transformed to the frequency domain, preserving in the process the correct relations between the frequency‐dependent flutter coefficients and the aerodynamic buffeting force spectra. Methods for estimating maximal excursions of the model are then recalled. The paper offers a theoretical framework for future wind tunnel model investigations under turbulent flow.
    publisherAmerican Society of Civil Engineers
    titleRole of Indicial Functions in Buffeting Analysis of Bridges
    typeJournal Paper
    journal volume110
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:7(1433)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 007
    contenttypeFulltext
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