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 150
... COMPUTED TIME SERIES OF SURGE MOTIONS IN REGULAR WAVE GROUPS ( wmVI / 8 2.96 ) = 12 in the N11 X ( m ) NJJ + V.D. Cal . N11 + V.D. + bwx 8 Exp . * 10-2 wave induced The 1st and 2nd external forces in regular wave groups were predicted ...
... COMPUTED TIME SERIES OF SURGE MOTIONS IN REGULAR WAVE GROUPS ( wmVI / 8 2.96 ) = 12 in the N11 X ( m ) NJJ + V.D. Cal . N11 + V.D. + bwx 8 Exp . * 10-2 wave induced The 1st and 2nd external forces in regular wave groups were predicted ...
Page 291
... computed at integer values of i , j , and k . The velocity components u are computed at half integer values of i and integer values of j and k , and the velocity components v are computed at integer values of i and k and half integer ...
... computed at integer values of i , j , and k . The velocity components u are computed at half integer values of i and integer values of j and k , and the velocity components v are computed at integer values of i and k and half integer ...
Page 293
... computed first in the top layer : × 3 = g ( Ã38 x3 ) at i , j , 1 , n + 1 y = g ( Ã ¥ 3⁄4 ̧ ? ) { ) + 1⁄2 ñ3 α yo at i , j + 1⁄2 , 1 , n + 1 Then the pressure gradients are computed with increasing k by use of 52 ( 6 ̧p ) = 98 52 at i ...
... computed first in the top layer : × 3 = g ( Ã38 x3 ) at i , j , 1 , n + 1 y = g ( Ã ¥ 3⁄4 ̧ ? ) { ) + 1⁄2 ñ3 α yo at i , j + 1⁄2 , 1 , n + 1 Then the pressure gradients are computed with increasing k by use of 52 ( 6 ̧p ) = 98 52 at i ...
Contents
HYDRODYNAMIC FORCESI | 1 |
Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |
Hydrodynamic Forces on a Floating Cylinder in Waves of Finite Depth | 23 |
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acting amplitude analysis angle applied approximate assumed body boundary breaking calculated coefficient compared comparison components computed considered corresponding cylinder damping density depend depth determined diameter direction distribution drag drift drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid 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 platform position 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 structure surface Table theory values velocity vertical wave drift wave forces wave height wind