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    Performance of SMART Shear Keys in Concrete Bridges under Tsunami Loading: An Experimental Study 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 001:;page 04023195-1
    Author(s): Haibin Zhang; Xinzhe Yuan; Genda Chen; Pedro Lomonaco
    Publisher: ASCE
    Abstract: Bridges have recently been exposed to an increasing number of natural hazards such as earthquakes and tsunamis. These extreme events have resulted in transverse offsets, overturning moments, and even dropping-off of ...
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    Tsunami Loads on a Representative Coastal Bridge Deck: Experimental Study and Validation of Design Equations 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Tao Xiang; Denis Istrati; Solomon C. Yim; Ian G. Buckle; Pedro Lomonaco
    Publisher: ASCE
    Abstract: Fluid impact forces on a bridge superstructure in the horizontal and vertical directions due to tsunami inundation, represented by a solitary wave, were investigated through a large-scale laboratory experiment and numerical ...
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    Laboratory Experiments of Vertical Cylinders Representative of Aboveground Storage Tanks Subjected to Waves 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Carl Bernier; Jamie E. Padgett; Yuxiang Lin; Clint N. Dawson; Pedro Lomonaco; Daniel T. Cox
    Publisher: ASCE
    Abstract: This paper presents an overview of laboratory experiments of vertical cylinders representative of aboveground storage tanks (ASTs) subjected to waves. The main objective is to provide an experimental dataset for the ...
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    Tsunami Response in Semienclosed Tidal Basins Using an Aggregated Model 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 008
    Author(s): Susana Bastón; Maitane Olabarrieta; Pedro Lomónaco; Fernando J. Méndez; Raúl Medina
    Publisher: American Society of Civil Engineers
    Abstract: An aggregated model to evaluate tsunami response in semienclosed water bodies is presented in this work. The model is based on one-dimensional shallow water equations and can include long-wave external forcing such as a ...
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    Tsunami-Like Wave-Induced Lateral and Uplift Pressures and Forces on an Elevated Coastal Structure 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Mohammad S. Alam; Andrew O. Winter; Glen Galant; Krishnendu Shekhar; Andre R. Barbosa; Michael R. Motley; Marc O. Eberhard; Daniel T. Cox; Pedro Arduino; Pedro Lomonaco
    Publisher: ASCE
    Abstract: A large-scale physical model was constructed in the Large Wave Flume of Hinsdale Wave Research Laboratory (HWRL) at Oregon State University to develop a dataset of measured pressures and forces acting on an elevated, coastal ...
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    Tsunami-Like Wave Forces on an Elevated Coastal Structure: Effects of Flow Shielding and Channeling 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Andrew O. Winter; Mohammad S. Alam; Krishnendu Shekhar; Michael R. Motley; Marc O. Eberhard; Andre R. Barbosa; Pedro Lomonaco; Pedro Arduino; Daniel T. Cox
    Publisher: ASCE
    Abstract: During a tsunami event, neighboring structures can significantly influence the forces experienced by an individual structure within an urban community. To assess the effects of adjacent structures on the resulting fluid ...
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    Conceptual Evaluation of Tsunami Debris Field Damming and Impact Forces 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 006
    Author(s): Krishnendu Shekhar; Andrew O. Winter; Mohammad S. Alam; Pedro Arduino; Gregory R. Miller; Michael R. Motley; Marc O. Eberhard; Andre R. Barbosa; Pedro Lomonaco; Daniel T. Cox
    Publisher: ASCE
    Abstract: The damage caused by tsunamis to coastal communities is often not only the result of the flowing water itself, but also of transported debris. Although there have been efforts to characterize forces from single-debris ...
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