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    Experimental Setup for a Large-Scale Bridge Superstructure Model Subjected to Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author:
    Christopher Bradner
    ,
    Thomas Schumacher
    ,
    Daniel Cox
    ,
    Christopher Higgins
    DOI: 10.1061/(ASCE)WW.1943-5460.0000059
    Publisher: American Society of Civil Engineers
    Abstract: To gain a better understanding of the wave forces that led to the failure of numerous causeway-type coastal highway bridges along the U.S. Gulf coast, a series of experiments was conducted on a realistic, 1:5 scale reinforced concrete bridge superstructure. The experimental setup is unique compared to other wave-in-deck studies in that the stiffness of the horizontal support system can be varied to represent different dynamic properties of the bridge system. The bridge specimen is subjected to a wide range of regular and random wave conditions at multiple water levels. In addition to measuring pressures and forces, the experiments measure the dynamic response of the bridge specimen using strain gauges, displacement sensors, and accelerometers. This paper presents the innovative experimental setup, and a preliminary analysis of the data showing the effect of wave height, wave period, and water level, on the forces experienced by the bridge superstructure.
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      Experimental Setup for a Large-Scale Bridge Superstructure Model Subjected to Waves

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70335
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorChristopher Bradner
    contributor authorThomas Schumacher
    contributor authorDaniel Cox
    contributor authorChristopher Higgins
    date accessioned2017-05-08T22:04:04Z
    date available2017-05-08T22:04:04Z
    date copyrightJanuary 2011
    date issued2011
    identifier other%28asce%29ww%2E1943-5460%2E0000105.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70335
    description abstractTo gain a better understanding of the wave forces that led to the failure of numerous causeway-type coastal highway bridges along the U.S. Gulf coast, a series of experiments was conducted on a realistic, 1:5 scale reinforced concrete bridge superstructure. The experimental setup is unique compared to other wave-in-deck studies in that the stiffness of the horizontal support system can be varied to represent different dynamic properties of the bridge system. The bridge specimen is subjected to a wide range of regular and random wave conditions at multiple water levels. In addition to measuring pressures and forces, the experiments measure the dynamic response of the bridge specimen using strain gauges, displacement sensors, and accelerometers. This paper presents the innovative experimental setup, and a preliminary analysis of the data showing the effect of wave height, wave period, and water level, on the forces experienced by the bridge superstructure.
    publisherAmerican Society of Civil Engineers
    titleExperimental Setup for a Large-Scale Bridge Superstructure Model Subjected to Waves
    typeJournal Paper
    journal volume137
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000059
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 001
    contenttypeFulltext
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