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 225
... obtained with the 54 x 72 grid where the results were not very different from those of the finer grid . Furthermore , computations were made using three different time - step sizes corresponding to 60 , 120 and 240 time steps for a ...
... obtained with the 54 x 72 grid where the results were not very different from those of the finer grid . Furthermore , computations were made using three different time - step sizes corresponding to 60 , 120 and 240 time steps for a ...
Page 231
... obtained from the uniform cylinder in a uniform flow . This response is comparable to that obtained from the uniform cylinder in the sheared flow . Indeed , if the cylinder were truly tapered and not made of discretised blocks a much ...
... obtained from the uniform cylinder in a uniform flow . This response is comparable to that obtained from the uniform cylinder in the sheared flow . Indeed , if the cylinder were truly tapered and not made of discretised blocks a much ...
Page 386
... obtain : F Z 2 " From the terms multiplied by λ , we obtain : + z Fizz ( 1 + 5 ) 2-5 Z να F 222 F , we ( 32 ) ( 33 ) The functions F ( z ) , v ( z ) can be obtained by O integrating ( 32 ) , ( 33 ) with respect to z . This gives for F ...
... obtain : F Z 2 " From the terms multiplied by λ , we obtain : + z Fizz ( 1 + 5 ) 2-5 Z να F 222 F , we ( 32 ) ( 33 ) The functions F ( z ) , v ( z ) can be obtained by O integrating ( 32 ) , ( 33 ) with respect to z . This gives for F ...
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