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 48
... assumed to be random Gaussian process described by a n zero a mean , wave spectrum , S ( w ) . The results of linear wave theory are thus assumed applicable , with the velocity and acceleration spectra related to the wave spectrum by ...
... assumed to be random Gaussian process described by a n zero a mean , wave spectrum , S ( w ) . The results of linear wave theory are thus assumed applicable , with the velocity and acceleration spectra related to the wave spectrum by ...
Page 141
... assumed to be the same value in waves as one in still water is that otherwise it is impossible to distinguish the changes of values due to waves of Cd from them of d . On the other hand , d is assumed as nil , when cawave is obtained ...
... assumed to be the same value in waves as one in still water is that otherwise it is impossible to distinguish the changes of values due to waves of Cd from them of d . On the other hand , d is assumed as nil , when cawave is obtained ...
Page 206
... assumed that the lift coefficient is a constant then equation ( 4 ) simplifies to B Equation KSE Predicted Measured y / d y / d 0.012 ( 9 ) 0.28 1.5 1.5 0.28 1.5 1.19 ( 10 ) 0.28 1.5 1.19 0.02 ( 9 ) 1.54 1.0 1.05 ( 10 ) 1.32 1.05 1.05 ...
... assumed that the lift coefficient is a constant then equation ( 4 ) simplifies to B Equation KSE Predicted Measured y / d y / d 0.012 ( 9 ) 0.28 1.5 1.5 0.28 1.5 1.19 ( 10 ) 0.28 1.5 1.19 0.02 ( 9 ) 1.54 1.0 1.05 ( 10 ) 1.32 1.05 1.05 ...
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 |
Copyright | |
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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