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    Fundamental Frequency Testing of Reinforced Concrete Beams

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 002
    Author:
    Craig M. Newtson
    ,
    Gaur P. Johnson
    ,
    Brian T. Enomoto
    DOI: 10.1061/(ASCE)0887-3828(2006)20:2(196)
    Publisher: American Society of Civil Engineers
    Abstract: Tests were conducted to measure the fundamental frequencies of reinforced concrete beams. Beams were tested prior to load application and after they had been loaded to various fractions of their ultimate moment capacity. Dynamic testing was performed in an unloaded state in both the direction of loading and in the direction perpendicular to loading. Resulting fundamental frequencies were used to determine the dynamic flexural stiffness
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      Fundamental Frequency Testing of Reinforced Concrete Beams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/44440
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    contributor authorCraig M. Newtson
    contributor authorGaur P. Johnson
    contributor authorBrian T. Enomoto
    date accessioned2017-05-08T21:15:15Z
    date available2017-05-08T21:15:15Z
    date copyrightMay 2006
    date issued2006
    identifier other%28asce%290887-3828%282006%2920%3A2%28196%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44440
    description abstractTests were conducted to measure the fundamental frequencies of reinforced concrete beams. Beams were tested prior to load application and after they had been loaded to various fractions of their ultimate moment capacity. Dynamic testing was performed in an unloaded state in both the direction of loading and in the direction perpendicular to loading. Resulting fundamental frequencies were used to determine the dynamic flexural stiffness
    publisherAmerican Society of Civil Engineers
    titleFundamental Frequency Testing of Reinforced Concrete Beams
    typeJournal Paper
    journal volume20
    journal issue2
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2006)20:2(196)
    treeJournal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 002
    contenttypeFulltext
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