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    Hydrodynamic Loads on a Three-Dimensional Body in a Narrow Tank 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1994:;volume( 116 ):;issue: 003:;page 117
    Author(s): J. H. Vazquez; A. N. Williams
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An integral equation approach is utilized to investigate the influence of tank walls on the hydrodynamic forces experienced by an arbitrary three-dimensional body situated in a narrow wave tank. ...
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    Sum-Frequency Diffraction Loads on Tension-Leg Platforms in Bidirectional Waves 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1997:;volume( 119 ):;issue: 001:;page 14
    Author(s): J. H. Vazquez; A. N. Williams
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Second-order diffraction theory is utilized to compute the sum-frequency diffraction loads on a deepwater tension-leg platform (TLP) in bidirectional waves. The linear diffraction solution is ...
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    Second-Order Diffraction Forces on an Array of Vertical Cylinders in Bichromatic Bidirectional Waves 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1995:;volume( 117 ):;issue: 001:;page 12
    Author(s): J. H. Vazquez; A. N. Williams
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A complete second-order solution is presented for the hydrodynamic forces due to the action of bichromatic, bidirectional waves on an array of bottom-mounted, surface-piercing cylinders of arbitrary ...
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    Mean Drift Loads on Array of Vertical Cylinders in Narrow Tank 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): A. N. Williams; J. H. Vazquez
    Publisher: American Society of Civil Engineers
    Abstract: The influence of tank walls on the mean drift loads on an array of bottom‐mounted surface‐piercing vertical cylinders of arbitrary uniform cross section in a narrow wave tank is investigated theoretically. The problem is ...
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    Oblique-Wave Diffraction by Noncollinear Segmented Offshore Breakwaters 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author(s): A. N. Williams; J. H. Vazquez; T. W. W. Crull
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical solution is presented for oblique-wave diffraction by a segmented offshore breakwater system consisting of an infinite array of equally spaced vertical barriers oriented at an arbitrary angle to the line ...
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