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    Measurement of Regular Wave Reflection 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author(s): Michael Isaacson
    Publisher: American Society of Civil Engineers
    Abstract: The present paper describes the measurement of regular wave reflection. Three methods involving the use of two and three fixed probes are described and developed so as to provide explicit solutions for the incident wave ...
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    Random Wave Forces Near Free Surface 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Michael Isaacson; John Baldwin
    Publisher: American Society of Civil Engineers
    Abstract: The present paper describes random wave forces acting on a slender structural member in the vicinity of the water surface, taking account of the intermittency of submergence. A brief review is initially given of available ...
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    Random Wave Slamming on Cylinders 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author(s): Michael Isaacson; Kesavan Subbiah
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes random wave forces acting on a fixed, slender, horizontal circular cylinder in the vicinity of the free surface, taking account of the intermittency of submergence and wave slamming. Expressions are ...
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    Discussion of “<i>Wave‐Tubular Member—Wave and Current Interaction</i>” by M. R. Pranesh and J. S. Mani (November, 1989, Vol. 115, No. 6) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author(s): Michael Isaacson; Kesavan Subbiah
    Publisher: American Society of Civil Engineers
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    Earthquake-Induced Sloshing in Vertical Container of Arbitrary Section 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 002
    Author(s): Michael Isaacson; Chung-Son Ryu
    Publisher: American Society of Civil Engineers
    Abstract: The sloshing of a liquid in a rigid vertical cylindrical tank of arbitrary section subjected both to harmonic and to irregular base motion is described. Initially, the boundary value problem for the case of an inviscid ...
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    Hydrodynamics of Ice Mass Near Large Offshore Structure 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 004
    Author(s): Michael Isaacson; Kwok Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: The changes in flow field around an ice mass drifting in a current near a large offshore structure are investigated using potential theory. A formulation in two dimensions is adopted here to allow relatively accurate results ...
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    Time‐Domain Solution for Second‐Order Wave Diffraction 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Michael Isaacson; Kwok‐Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: A numerical method for calculating the transient, second‐order interaction of ocean waves with large fixed offshore structures of arbitrary shape is described. The development of the flow together with the associated fluid ...
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    Time‐Domain Second‐Order Wave Diffraction in Three Dimensions 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Michael Isaacson; Kwok Fai Cheung
    Publisher: American Society of Civil Engineers
    Abstract: A time‐domain second‐order method is developed to study nonlinear wave diffraction around a surface‐piercing body of arbitrary shape in three dimensions. The free‐surface boundary conditions and the radiation condition are ...
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    Probabilistic Evaluation of Design Iceberg Collision 

    Source: Journal of Cold Regions Engineering:;1990:;Volume ( 004 ):;issue: 002
    Author(s): Kevin A. McTaggart; Michael Isaacson
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic model has been developed for the selection of a design iceberg collision with an offshore structure. The design event is selected on the basis of global sliding force, which is likely to determine whether ...
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    Wave Interactions with Vertical Slotted Barrier 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author(s): Michael Isaacson; Sundarlingam Premasiri; Gang Yang
    Publisher: American Society of Civil Engineers
    Abstract: The present paper outlines the numerical calculation of wave interactions with a thin vertical slotted barrier extending from the water surface to some distance above the seabed, and describes laboratory tests undertaken ...
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