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 109
... density = function . wave E [ ] mathematical expectation . fv1V2 ( V1 , V2 ) = joint probability density function of the two random variables V , and V ,. f V , V2 V ̧ V ̧ ( V 1 ‚ V 2 , V ,, V , ) = joint probability density 3 4 1 ...
... density = function . wave E [ ] mathematical expectation . fv1V2 ( V1 , V2 ) = joint probability density function of the two random variables V , and V ,. f V , V2 V ̧ V ̧ ( V 1 ‚ V 2 , V ,, V , ) = joint probability density 3 4 1 ...
Page 112
... density function to any order ( eg . eqn.4-28 , [ 10 ] ) contains in its denominator a determinant of the correlation coefficients . When all these coefficients are equal to one , implying that V ,, V2 , V. , V. , are statistically ...
... density function to any order ( eg . eqn.4-28 , [ 10 ] ) contains in its denominator a determinant of the correlation coefficients . When all these coefficients are equal to one , implying that V ,, V2 , V. , V. , are statistically ...
Page 342
... density of maximum entropy ( 13 ) should be pointed out : ⚫ for N = 2 , the normal probability density is obtained . • the density of maximum entropy PN ( y ) remains always positive , at each finite stage of the iteration , unlike ...
... density of maximum entropy ( 13 ) should be pointed out : ⚫ for N = 2 , the normal probability density is obtained . • the density of maximum entropy PN ( y ) remains always positive , at each finite stage of the iteration , unlike ...
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