2003
DOI: 10.1115/1.1553438
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Linear Water Waves: A Mathematical Approach

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Cited by 83 publications
(190 citation statements)
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“…The progress achieved in this direction was presented in detail in the book [6,Part 1]. In particular, much attention was given to the existence of trapped modes in the case of a fixed surfacepiercing structure (the groundbreaking paper [7] on this topic was published by M. McIver in 1996).…”
Section: §1 Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…The progress achieved in this direction was presented in detail in the book [6,Part 1]. In particular, much attention was given to the existence of trapped modes in the case of a fixed surfacepiercing structure (the groundbreaking paper [7] on this topic was published by M. McIver in 1996).…”
Section: §1 Introductionmentioning
confidence: 99%
“…We recall that, in accordance with the standard linearization procedure (see [1, §2] and [6,Introduction]), all unknowns are proportional to a small nondimensional parameter (in fact, expansions of unknowns in powers of are used). In the linearized problem, the boundary conditions are imposed on ∂W .…”
Section: §1 Introductionmentioning
confidence: 99%
“…As the system of structures satisfies the John condition, it is convenient to follow (16) and define 13) at all points (x, y) on F . The two-dimensional Laplacian of w is taken and after some manipulation with the use of the governing equation and boundary conditions for φ, it may be shown that w satisfies the two-dimensional Helmholtz equation (3.5).…”
Section: A System Of Three-dimensional Structuresmentioning
confidence: 99%
“…[8], we introduce the single-valued velocity potentials Φ (1) (x, y, z, t) and Φ (2) (x, y, z, t) in the upper and lower fluid regions of the channel and the vector a ∈ R 6 describing, at each instant of time t, the displacement of the centre of mass of the body from its rest position x 0 (components a j , j = 1, 2, 4, respectively, for surge, sway and heave) and the angular displacement of the body about the axis through the centre of mass x 0 (components a j , j = 3, 5, 6, respectively, for yaw, roll and pitch).…”
Section: Equations Of Motionmentioning
confidence: 99%
“…Yet, the linearized equations describing the small amplitude motion of the coupled system consisting of an inviscid, incompressible, heavy fluid and a rigid body floating freely in it were derived only in the late 1940s by John [3]. The classical waterwave problem where an immersed obstacle is assumed to be fixed was thoroughly investigated over the past century (see [4][5][6][7][8][9] and references therein) but the coupled freely floating problem was largely ignored until recently.…”
Section: Introductionmentioning
confidence: 99%