Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 109
a 2 2 ax + 2 a 2 ay = 0 ( 6 ) is the potential , and the velocity in the x and y direction is found from : аф and V ax ' y у аф ay ( 7 ) х In an irrotational flow field the Bernoulli equation is valid and reads : Fig .
a 2 2 ax + 2 a 2 ay = 0 ( 6 ) is the potential , and the velocity in the x and y direction is found from : аф and V ax ' y у аф ay ( 7 ) х In an irrotational flow field the Bernoulli equation is valid and reads : Fig .
Page 205
The far - field asymptotic behaviour of the potentials are discussed and the rediation conditions for the second - order diffraction potentials are explicitly given . The formulation of radiation conditions for the second - order ...
The far - field asymptotic behaviour of the potentials are discussed and the rediation conditions for the second - order diffraction potentials are explicitly given . The formulation of radiation conditions for the second - order ...
Page 258
In this study , use the inductive wave generation method , which is a process analogous to that of induction in electro - magnetics , where wave field is developed from null to an established state by artificially moving a known wave ...
In this study , use the inductive wave generation method , which is a process analogous to that of induction in electro - magnetics , where wave field is developed from null to an established state by artificially moving a known wave ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind