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 43
... TABLE 3 COMPARISON OF DECK DISPLACEMENTS ( Ca = 1.2. Using Eqs . ( 9-12 ) , the equation of motion , Eq . ( 1 ) may be written in the frequency domain as follows : Up ps Фрс Y = 0 pc = ( K- ( pw ) 2M ) Xpc - ( pw ) CXps Fpc - in which ...
... TABLE 3 COMPARISON OF DECK DISPLACEMENTS ( Ca = 1.2. Using Eqs . ( 9-12 ) , the equation of motion , Eq . ( 1 ) may be written in the frequency domain as follows : Up ps Фрс Y = 0 pc = ( K- ( pw ) 2M ) Xpc - ( pw ) CXps Fpc - in which ...
Page 200
... Table 2 gives the measured absolute wave periods with and without breaking ( in which , α = ( V / Co ) / ( V / Co ) cr . ) When α > 1 , waves are broken . Table 2 wave period of unbreaking and broken Test data also indicate that the ...
... Table 2 gives the measured absolute wave periods with and without breaking ( in which , α = ( V / Co ) / ( V / Co ) cr . ) When α > 1 , waves are broken . Table 2 wave period of unbreaking and broken Test data also indicate that the ...
Page 275
... Table 1 Spectra No ! B C D E F : H ( cm ) 10.0 8.5 6.0 : 11.2 13.7 : ------ - : M. ( cm ) : 6.27 : 4.35 : 2.13 ... Table 5 Comparison calculated velocity . acceleration with test data H HITI measured calculated HIU a cm / s ( cm ) : ( cm ) ...
... Table 1 Spectra No ! B C D E F : H ( cm ) 10.0 8.5 6.0 : 11.2 13.7 : ------ - : M. ( cm ) : 6.27 : 4.35 : 2.13 ... Table 5 Comparison calculated velocity . acceleration with test data H HITI measured calculated HIU a cm / s ( cm ) : ( cm ) ...
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