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
2 Kp og a Fo / 2 ] - 2.2 Long - crested Random Wave Forces The free surface is assumed to be zero mean , random Gaussian process described by a wave spectrum , S ( w ) . The results of linear wave theory are thus assumed applicable ...
2 Kp og a Fo / 2 ] - 2.2 Long - crested Random Wave Forces The free surface is assumed to be zero mean , random Gaussian process described by a wave spectrum , S ( w ) . The results of linear wave theory are thus assumed applicable ...
Page 141
In this paper , assuming that the drag coefficient cd itself is not affected by waves and that the ' wave drift damping ' d is ... The reason why cd is assumed to be the same value in waves as one in still water is that otherwise it is ...
In this paper , assuming that the drag coefficient cd itself is not affected by waves and that the ' wave drift damping ' d is ... The reason why cd is assumed to be the same value in waves as one in still water is that otherwise it is ...
Page 166
This assumption , while neglecting non - linear energy exchange between waves , gains support from two directions : i ... Ew , including dependence on angular direction from the wind , ê , is assumed to be , Phillips ( 1985 ) : d'Eucê ...
This assumption , while neglecting non - linear energy exchange between waves , gains support from two directions : i ... Ew , including dependence on angular direction from the wind , ê , is assumed to be , Phillips ( 1985 ) : d'Eucê ...
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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