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    Contribution of Trapped Air, Deck Superelevation, and Nearby Structures to Bridge Deck Failure during a Tsunami 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Jeremy D. Bricker; Akihiko Nakayama
    Publisher: American Society of Civil Engineers
    Abstract: Failure of the Utatsu concrete girder highway bridge in Minamisanriku, Miyagi Prefecture during the 2011 Great East Japan Tsunami was puzzling because the bridge decks were not pushed off their piers but rather were flipped ...
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    Bed Drag Coefficient Variability under Wind Waves in a Tidal Estuary 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): Jeremy D. Bricker; Satoshi Inagaki; Stephen G. Monismith
    Publisher: American Society of Civil Engineers
    Abstract: In this paper we report the results of a study of the variation of shear stress and the bottom drag coefficient
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    Relative Magnitude of Infragravity Waves at Coastal Dikes with Shallow Foreshores: A Prediction Tool 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Christopher H. Lashley; Jeremy D. Bricker; Jentsje van der Meer; Corrado Altomare; Tomohiro Suzuki
    Publisher: ASCE
    Abstract: Despite the widely recognized role of infragravity (IG) waves in many often-hazardous nearshore processes, spectral wave models, which exclude IG-wave dynamics, are often used in the design and assessment of coastal dikes. ...
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    Formulating Wave Overtopping at Vertical and Sloping Structures with Shallow Foreshores Using Deep-Water Wave Characteristics 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2021:;Volume ( 147 ):;issue: 006:;page 04021036-1
    Author(s): Christopher H. Lashley; Jentsje van der Meer; Jeremy D. Bricker; Corrado Altomare; Tomohiro Suzuki; Katsuya Hirayama
    Publisher: ASCE
    Abstract: The state-of-the-art formulas for mean wave overtopping (q) assessment typically require wave conditions at the toe of the structure as input. However, for structures built either on land or in very shallow water, obtaining ...
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