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    Significance of Keulegan‐Carpenter Parameter 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 012
    Author(s): Robert T. Hudspeth
    Publisher: American Society of Civil Engineers
    Abstract: The significance of the Keulegan‐Carpenter parameter
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    Editorial 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): Robert T. Hudspeth
    Publisher: American Society of Civil Engineers
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    Second‐Order Wave Loads on Planar Wavemakers 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): Wojciech Sulisz; Robert T. Hudspeth
    Publisher: American Society of Civil Engineers
    Abstract: Wave loads correct to the second order are presented for a sinusoidally moving planar wavemaker. The loads are calculated from eigenseries that are valid for a generic planar wavemaker. The second‐order time‐dependent and ...
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    Finite Water Depth Effects on Nonlinear Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Hang Tuah; Robert T. Hudspeth
    Publisher: American Society of Civil Engineers
    Abstract: A representation for nonlinear random waves is obtained from a perturbatioh expansion method. The first‐order wave solution is assumed to be a zero‐mean, Gaussian process. The skewness measure and the skewness kernel for ...
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    Stochastic Response of Prototype Offshore Structure 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 005
    Author(s): Michael G. Grecco; Robert T. Hudspeth
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic responses of a prototype space‐frame offshore structure to both measured and simulated stochastic wave forces are evaluated. A linearized, nondeterministic frequency domain analysis is made on a two‐dimensional ...
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    Diffraction by Axisymmetric Green's Function 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 001
    Author(s): Min‐Chu Chen; Robert T. Hudspeth
    Publisher: American Society of Civil Engineers
    Abstract: Diffraction of linear, monochromatic surface gravity waves by circular cylinders is reviewed by constructing an axisymmetric Green's function by an eigenfunction expansion. This study indicates that the Green's function ...
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    Wave Interference Effects by Finite Element Method 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): Min‐Chih Huang; John W. Leonard; Robert T. Hudspeth
    Publisher: American Society of Civil Engineers
    Abstract: A numerical procedure is presented for computing wave interference effects on multiple, surface‐piercing rigid structures in an ocean of finite depth by the finite element method (FEM). Viscous effects are neglected and ...
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    FEM Solution of 3‐D Wave Interference Problems 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author(s): Min‐Chih Huang; Robert T. Hudspeth; John W. Leonard
    Publisher: American Society of Civil Engineers
    Abstract: A numerical procedure for predicting wave diffraction, wave radiation, and body responses of multiple 3‐D bodies of arbitrary shape is described. Viscous effects are neglected, and the hydrodynamic pressure forces are ...
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    Breakwater Armor Damage due to Wave Groups 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Josep R. Medina; Robert T. Hudspeth; Claudio Fassardi
    Publisher: American Society of Civil Engineers
    Abstract: The effects of wave groups on damage to the armor layer for nonovertopped, rubble mound breakwaters were analyzed by a large‐scale experiment. Two independent wave grouping parameters were evaluated in the experiment: (1) ...
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