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    Hydrodynamic Pressure on a Dam during Earthquakes

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 012
    Author:
    A. Chakrabarti
    ,
    V. N. Nalini
    DOI: 10.1061/(ASCE)0733-9399(1985)111:12(1435)
    Publisher: American Society of Civil Engineers
    Abstract: A straightforward analysis involving Fourier cosine transforms and the theory of Fourier series is presented for the approximate calculation of the hydrodynamic pressure exerted on the vertical upstream face of a dam due to constant earthquake ground acceleration. The analysis uses the “Parseval relation” on the Fourier coefficients of square integrable functions, and directly brings out the mathematical nature of the approximate theory involved.
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      Hydrodynamic Pressure on a Dam during Earthquakes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/73441
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    contributor authorA. Chakrabarti
    contributor authorV. N. Nalini
    date accessioned2017-05-08T22:12:13Z
    date available2017-05-08T22:12:13Z
    date copyrightDecember 1985
    date issued1985
    identifier other%28asce%290733-9399%281985%29111%3A12%281435%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73441
    description abstractA straightforward analysis involving Fourier cosine transforms and the theory of Fourier series is presented for the approximate calculation of the hydrodynamic pressure exerted on the vertical upstream face of a dam due to constant earthquake ground acceleration. The analysis uses the “Parseval relation” on the Fourier coefficients of square integrable functions, and directly brings out the mathematical nature of the approximate theory involved.
    publisherAmerican Society of Civil Engineers
    titleHydrodynamic Pressure on a Dam during Earthquakes
    typeJournal Paper
    journal volume111
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1985)111:12(1435)
    treeJournal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 012
    contenttypeFulltext
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