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 235
... shear flow with the shedding frequency being constant in each cell but different for different cells , with the shedding strength attaining its peak the ends of the cylinder . On the other hand , the presence of upstream shear tends to ...
... shear flow with the shedding frequency being constant in each cell but different for different cells , with the shedding strength attaining its peak the ends of the cylinder . On the other hand , the presence of upstream shear tends to ...
Page 236
... shear velocity generator was installed in the tunnel upstream of the cylinder to provide an incident shear flow velocity profile . The details of the experimental set - up and measurement procedures are given later . BACKGROUND AND ...
... shear velocity generator was installed in the tunnel upstream of the cylinder to provide an incident shear flow velocity profile . The details of the experimental set - up and measurement procedures are given later . BACKGROUND AND ...
Page 237
... shear flows generated in this manner not only have longitudinal degredation but also very high tur- bulence level ... Shear Velocity Profiles No attempt was made to measure the longitudinal development of the upstream shear velocity ...
... shear flows generated in this manner not only have longitudinal degredation but also very high tur- bulence level ... Shear Velocity Profiles No attempt was made to measure the longitudinal development of the upstream shear velocity ...
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