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 35
... relative positions within the wave through In other words it is a generalised relationship which applies to waves of any height , the only requirements being the specification of steepness and period error . Consequently equation 8 ...
... relative positions within the wave through In other words it is a generalised relationship which applies to waves of any height , the only requirements being the specification of steepness and period error . Consequently equation 8 ...
Page 126
... relative to the ice mass , is the wind velocity relative to ( c ) the ice mass and Cand Ca are appropriate drag coefficients . Also is the angular velocity of the earth , is the latitude , and Fc includes the pres- sure gradient force ...
... relative to the ice mass , is the wind velocity relative to ( c ) the ice mass and Cand Ca are appropriate drag coefficients . Also is the angular velocity of the earth , is the latitude , and Fc includes the pres- sure gradient force ...
Page 199
... relative wave height and relative velocity at the limit- ed wave state . The analysis of the test data indicate that wave breaking is governed by the critical wave steepness within the test range : 1/30 < Ho / Lo < 1/10 , 0.1 < d / Lo ...
... relative wave height and relative velocity at the limit- ed wave state . The analysis of the test data indicate that wave breaking is governed by the critical wave steepness within the test range : 1/30 < Ho / Lo < 1/10 , 0.1 < d / Lo ...
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