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    Study of Verrazano-Narrows Bridge Movements during a New York City Marathon

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 001
    Author:
    Mehdi Setareh
    DOI: 10.1061/(ASCE)BE.1943-5592.0000130
    Publisher: American Society of Civil Engineers
    Abstract: Series of measurements of the motion of the Verrazano-Narrows Bridge during the November 7, 2004, New York City Marathon were made to evaluate the level of vibrations during the race. This paper presents details of the testing protocols and recorded data analyses as related to the bridge and the runners’ level of vibration perception. From the analysis of the recorded data, the excited local mode of the bridge deck within the range of the runners’ step frequency was identified. In addition, the computed bridge global response using observed runner density and estimated weight showed excellent agreement with the bridge measured response. It was also found that based on the analyses of the recorded data, the bridge deck vibration level during the marathon was within the acceptable range for the runners.
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      Study of Verrazano-Narrows Bridge Movements during a New York City Marathon

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    contributor authorMehdi Setareh
    date accessioned2017-05-08T21:34:54Z
    date available2017-05-08T21:34:54Z
    date copyrightJanuary 2011
    date issued2011
    identifier other%28asce%29be%2E1943-5592%2E0000132.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56659
    description abstractSeries of measurements of the motion of the Verrazano-Narrows Bridge during the November 7, 2004, New York City Marathon were made to evaluate the level of vibrations during the race. This paper presents details of the testing protocols and recorded data analyses as related to the bridge and the runners’ level of vibration perception. From the analysis of the recorded data, the excited local mode of the bridge deck within the range of the runners’ step frequency was identified. In addition, the computed bridge global response using observed runner density and estimated weight showed excellent agreement with the bridge measured response. It was also found that based on the analyses of the recorded data, the bridge deck vibration level during the marathon was within the acceptable range for the runners.
    publisherAmerican Society of Civil Engineers
    titleStudy of Verrazano-Narrows Bridge Movements during a New York City Marathon
    typeJournal Paper
    journal volume16
    journal issue1
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000130
    treeJournal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 001
    contenttypeFulltext
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