Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 57
... surge motion is not considered , when long period resonance phenomena are dominant . The time series results of other cases are shown in following figures same as Figs.8a and 8b . النمر тоб Tension ( kgf ) 0.04- Exp . Cal . 0.02- Time ...
... surge motion is not considered , when long period resonance phenomena are dominant . The time series results of other cases are shown in following figures same as Figs.8a and 8b . النمر тоб Tension ( kgf ) 0.04- Exp . Cal . 0.02- Time ...
Page 119
... surge motion is not considered , when long period resonance phenomena are dominant . The time series results of other cases are shown in following figures same as Figs.8a and 8b . Tension ( kgf ) 0.04- 0.02- Exp . Cal . Tension ( kgf ) ...
... surge motion is not considered , when long period resonance phenomena are dominant . The time series results of other cases are shown in following figures same as Figs.8a and 8b . Tension ( kgf ) 0.04- 0.02- Exp . Cal . Tension ( kgf ) ...
Page 142
... surge were measured and represented as normalized response amplitude operators ( RAOs ) . In this series of tests , heave , surge and pitch are expressed as : · B Heave RAO : heave amplitude / wave amplitude , Pitch RAO : pitch ...
... surge were measured and represented as normalized response amplitude operators ( RAOs ) . In this series of tests , heave , surge and pitch are expressed as : · B Heave RAO : heave amplitude / wave amplitude , Pitch RAO : pitch ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind