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 122
... range where the in - phase component is relatively small . In the high frequency range where the in - phase component increases in magnitude , the total drift force is dominated by the components arising from the product of first order ...
... range where the in - phase component is relatively small . In the high frequency range where the in - phase component increases in magnitude , the total drift force is dominated by the components arising from the product of first order ...
Page 212
... range Re number range D ( cm ) k S ( mm ) Exp . I Exp . II Exp . III smooth 10 0 < V < ~ 16 0 < Re < ~ 1 × 105 r smooth 20 " 1 ~ 1 x 105 < Re < ~ 4 × 105 rough 20 2.6 11 Experiment constant Relative Stability density parameter of ...
... range Re number range D ( cm ) k S ( mm ) Exp . I Exp . II Exp . III smooth 10 0 < V < ~ 16 0 < Re < ~ 1 × 105 r smooth 20 " 1 ~ 1 x 105 < Re < ~ 4 × 105 rough 20 2.6 11 Experiment constant Relative Stability density parameter of ...
Page 281
... range of 0.02-0.05 . The steepest wave observed has a steepness of 0.09 . The period of concentration of predominant waves are in the range of 5.0-7.0 seconds . The intensity of higher waves decreases nearer to the coast . Concentration ...
... range of 0.02-0.05 . The steepest wave observed has a steepness of 0.09 . The period of concentration of predominant waves are in the range of 5.0-7.0 seconds . The intensity of higher waves decreases nearer to the coast . Concentration ...
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