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 87
Pressure distributions Fig . 4 illustrates how the instantaneous pressure distributions over the cylinder surface evolve , as the flow progresses during one half cycle of the motion . Note that the Froude - Krylov portion of the ...
Pressure distributions Fig . 4 illustrates how the instantaneous pressure distributions over the cylinder surface evolve , as the flow progresses during one half cycle of the motion . Note that the Froude - Krylov portion of the ...
Page 103
They show that pressure of Cg = 0.0 is a little larger than that of cst0.0 . a wave The amplitude attenuates with x very quick . A distance Ds can be gotten that when x > 0g , Vo can be taken to be 0. It is just like that there is wave ...
They show that pressure of Cg = 0.0 is a little larger than that of cst0.0 . a wave The amplitude attenuates with x very quick . A distance Ds can be gotten that when x > 0g , Vo can be taken to be 0. It is just like that there is wave ...
Page 140
0 , y = + B piers , the boundary condition is OP ( 5 ) ay In equation ( 2 ) , Pw is the wave pressure at seabed , including both incident pressure and diffraction wave pressure . wave Pw + = Pi Р. ( 6 ) where Pa is the incident wave ...
0 , y = + B piers , the boundary condition is OP ( 5 ) ay In equation ( 2 ) , Pw is the wave pressure at seabed , including both incident pressure and diffraction wave pressure . wave Pw + = Pi Р. ( 6 ) where Pa is the incident wave ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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acting added amplitude analysis applied array body boundary calculated circular coefficient compared comparison component computed considered constant crest cylinder damping defined depends depth determined direction distribution domain drag drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular KC number length lift lift force linear load mass maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters peak period pile plate potential predicted presented pressure problem radiation random range ratio regular waves relative respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge Table technique term theory tion velocity vertical vessel vortex wave force wave height