Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 103
... amplitude attenuates with x very quick . A distance Ds can be gotten that when x > Ds , VD can be taken to be 0. It is just like that there is a wave maker lying on mudline between B / 2 < x < Ds . Energy is given out through seepage ...
... amplitude attenuates with x very quick . A distance Ds can be gotten that when x > Ds , VD can be taken to be 0. It is just like that there is a wave maker lying on mudline between B / 2 < x < Ds . Energy is given out through seepage ...
Page 217
... amplitude motion equations and the solutions of large amplitude non - linear equations of the semi - submersible geometry in intact condition . As seen from Table 1 , heave and roll response values obtained from non - linear large amplitude ...
... amplitude motion equations and the solutions of large amplitude non - linear equations of the semi - submersible geometry in intact condition . As seen from Table 1 , heave and roll response values obtained from non - linear large amplitude ...
Page 283
... amplitude of tip of plate or centre of cylinder relative to incident wave amplitude with kh when tuned to kh≈ 1.15 , with clearance 0.1h . The maximum value of this relative displacement for the cylinder does not in fact occur at the ...
... amplitude of tip of plate or centre of cylinder relative to incident wave amplitude with kh when tuned to kh≈ 1.15 , with clearance 0.1h . The maximum value of this relative displacement for the cylinder does not in fact occur at the ...
Contents
OCEAN WAVES | 1 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 25 |
Copyright | |
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added mass amplitude analysis applied array assumed body boundary calculated circular cylinder coefficient comparison component computed considered constant corresponding crest cylinder damping defined depends depth determined direction distribution domain drag coefficient drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid forward frequency function given horizontal hydrodynamic incident increase inertia integral irregular Kc number length lift force linear load low-frequency maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters period pile plate potential predicted presented pressure problem radiation range reference regular waves respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge swing Table theory velocity vertical vessel vortex wave force wave height