Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 68
( 4 ) The available results of wave forces can be obtained with numerical simulation as mentioned before , 56,71 and it is effectively proved by present experiment . Within the extent of this experiment , not only the force spectra but ...
( 4 ) The available results of wave forces can be obtained with numerical simulation as mentioned before , 56,71 and it is effectively proved by present experiment . Within the extent of this experiment , not only the force spectra but ...
Page 93
ABSTRACT Both theoretical and experimental studies are conducted for the wave forces acting on the vertically mounted circular piles in the waves . Two - and three - cylinder array are equally spaced and the spacings ( S / D ) as well ...
ABSTRACT Both theoretical and experimental studies are conducted for the wave forces acting on the vertically mounted circular piles in the waves . Two - and three - cylinder array are equally spaced and the spacings ( S / D ) as well ...
Page 195
For EFxz and EFz2 , ecause of effects of inhomogeneous free surface the strong ones may approach to linear while the vertical noncondition , linear wave forces are likely more than 10 % -20 % comparthe approximate solutions are less ...
For EFxz and EFz2 , ecause of effects of inhomogeneous free surface the strong ones may approach to linear while the vertical noncondition , linear wave forces are likely more than 10 % -20 % comparthe approximate solutions are less ...
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Contents
HYDRODYNAMIC FORCESI | 1 |
Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |
Wave Load Estimation in Deep Water as Affected by Wave Period Errors | 33 |
Copyright | |
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acting amplitude analysis angle applied approximately assumed body boundary breaker breaking calculated coefficient compared comparison component computed considered corresponding cylinder damping density dependent depth determined diameter direction distribution drag drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid free surface frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase potential predicted present pressure probability problem range ratio region regular waves relative Research respectively response second order shear ship shown shows simulation solution spectra spectrum speed structure surface Table theory values velocity vertical vortex wave drift wave forces wave height wind