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 206
ยท ) Reduced amplitude dia . FIG.1 2.0 1.0 Reduced amplitude dia. where is the cross - flow velocity of the oscillating cylinder . The From this it can be seen that the hydrodynamic drag force is both time and amplitude dependent ...
ยท ) Reduced amplitude dia . FIG.1 2.0 1.0 Reduced amplitude dia. where is the cross - flow velocity of the oscillating cylinder . The From this it can be seen that the hydrodynamic drag force is both time and amplitude dependent ...
Page 231
... amplitude , an effect that has been previously noted ( Refs 5 and 6 ) . For the tapered cylinder it can also be seen that there is a reduction in peak amplitude compared to that obtained from the uniform cylinder in a uniform flow ...
... amplitude , an effect that has been previously noted ( Refs 5 and 6 ) . For the tapered cylinder it can also be seen that there is a reduction in peak amplitude compared to that obtained from the uniform cylinder in a uniform flow ...
Page 266
... amplitude plots of normalised exact and approximate PM spectra . Spanos ( ref.6 ) uses the same parameterisation but a different normalisation of the PM spectrum . also reports non - dimensional coefficients for spectra . He useful ...
... amplitude plots of normalised exact and approximate PM spectra . Spanos ( ref.6 ) uses the same parameterisation but a different normalisation of the PM spectrum . also reports non - dimensional coefficients for spectra . He useful ...
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