Second-order vertical and horizontal wave forces on a circular dock-Reference-Cited by-同舟云学术

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Second-order vertical and horizontal wave forces on a circular dock

Published:1985-01 Issue:4 Volume:12 Page:341-361
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Sabuncu Tarik,Gören Ömer

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference9 articles.

1. Non-linear wave effects on large offshore structures;Chakrabarti,1983

2. Wave forces on a circular dock;Garrett;J. Fluid Mech.,1971

3. The pressure of water waves on a fixed obstacle;Havelock,1940

4. The diffraction of nonlinear progressive waves by a vertical cylinder;Hunt;Q. Jl. Mech. appl. Math.,1981

5. Waves and hydrodynamic loading;Lighthill,1979

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1. Wave diffraction by floating bodies in water of finite depth using an exact DtN boundary condition;Ocean Engineering;2021-11

2. Experiments and computations of solitary wave interaction with fixed, partially submerged, vertical cylinders;Journal of Ocean Engineering and Marine Energy;2019-05

3. NUMERICAL METHOD FOR NONLINEAR INTERACTION BETWEEN STOKES WAVE AND COASTAL STRUCTURES;Doboku Gakkai Ronbunshu;1995-11-21

4. Second-Order Wave Interaction with Arrays of Vertical Cylinders of Arbitrary Cross Section;Coastal Engineering 1994;1995-08-11

5. Second-order wave diffraction forces on a vertical circular cylinder due to short-crested waves;Ocean Engineering;1995-02

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