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    Response of SDF Systems to Extreme Overpressure

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 004
    Author:
    Arthur Feldman
    ,
    Roy J. Heyman
    DOI: 10.1061/(ASCE)0733-9399(1986)112:4(425)
    Publisher: American Society of Civil Engineers
    Abstract: Charts are provided for the rapid estimation of the response of an elastoplastic single-degree-of-freedom system to a decaying exponential load. The integral of the load was equated to the overpressure impulse from either the HULL code or the Speicher-Brode representation of blast wave overpressures. Plots were thus derived of the scaled duration and of the exponential characteristic parameter as a function of overpressure. Variations in both positive overpressure impulse and positive phase duration are well within the overpressure uncertainty for the scaled heights-of-burst of interest over the pressure range considered. A parametric response chart of the system is provided, which covers a very wide range of displacements, fundamental periods, and loading pressures. The chart is a graph of the results of the solution of 750 individual cases using the Newmark beta method of numerical integration.
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      Response of SDF Systems to Extreme Overpressure

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    contributor authorArthur Feldman
    contributor authorRoy J. Heyman
    date accessioned2017-05-08T22:14:47Z
    date available2017-05-08T22:14:47Z
    date copyrightApril 1986
    date issued1986
    identifier other%28asce%290733-9399%281986%29112%3A4%28425%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75031
    description abstractCharts are provided for the rapid estimation of the response of an elastoplastic single-degree-of-freedom system to a decaying exponential load. The integral of the load was equated to the overpressure impulse from either the HULL code or the Speicher-Brode representation of blast wave overpressures. Plots were thus derived of the scaled duration and of the exponential characteristic parameter as a function of overpressure. Variations in both positive overpressure impulse and positive phase duration are well within the overpressure uncertainty for the scaled heights-of-burst of interest over the pressure range considered. A parametric response chart of the system is provided, which covers a very wide range of displacements, fundamental periods, and loading pressures. The chart is a graph of the results of the solution of 750 individual cases using the Newmark beta method of numerical integration.
    publisherAmerican Society of Civil Engineers
    titleResponse of SDF Systems to Extreme Overpressure
    typeJournal Paper
    journal volume112
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1986)112:4(425)
    treeJournal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 004
    contenttypeFulltext
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