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 34
... given in ( 5 ) to compute the wave profile etc , are reduced to zero , become constant or are much simplified in deep water . They are not all needed here but are given in the Appendix for completeness . This results in the Fifth Order ...
... given in ( 5 ) to compute the wave profile etc , are reduced to zero , become constant or are much simplified in deep water . They are not all needed here but are given in the Appendix for completeness . This results in the Fifth Order ...
Page 256
... given in Eq . ( 10a ) , where the flux of energy and rate of work across a fixed vertical plane located far downstream is equated to the rate of work due to the wave resistance RU , Havelock [ 7 ] derives an expres- sion for ( a / ax ) ...
... given in Eq . ( 10a ) , where the flux of energy and rate of work across a fixed vertical plane located far downstream is equated to the rate of work due to the wave resistance RU , Havelock [ 7 ] derives an expres- sion for ( a / ax ) ...
Page 257
S in terms of k is given by -0.74 S ( k ) = S ( w ) dw dk 8 = S ( w ) = 2 kg 0.0081 2k3 Vk ? ( 26 ) As in Eq . ( 23 ) , the resultant slope power spectrum Ss is given by -0.74 Ss ( k ) = k2S ( k ) = 0.0081 2k CALCULATION CASES ( 27 ) ...
S in terms of k is given by -0.74 S ( k ) = S ( w ) dw dk 8 = S ( w ) = 2 kg 0.0081 2k3 Vk ? ( 26 ) As in Eq . ( 23 ) , the resultant slope power spectrum Ss is given by -0.74 Ss ( k ) = k2S ( k ) = 0.0081 2k CALCULATION CASES ( 27 ) ...
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