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 18
... component , Pƒ , may be divided into two components , Pi and PS , which are generated by incident and scattered waves as shown in Fig.4 . Each Sensors and actuators P2 . 8. The fluid force acting on mooring lines is ignored and the mass ...
... component , Pƒ , may be divided into two components , Pi and PS , which are generated by incident and scattered waves as shown in Fig.4 . Each Sensors and actuators P2 . 8. The fluid force acting on mooring lines is ignored and the mass ...
Page 63
... component and fluctuating component , FL = FL + fL P = P + P ( 1 ) where FL and P are time averaged components and fi and p are fluctuating components . Time averaged component . Time averaged mean lift coeffi- cient Ĉ and mean pressure ...
... component and fluctuating component , FL = FL + fL P = P + P ( 1 ) where FL and P are time averaged components and fi and p are fluctuating components . Time averaged component . Time averaged mean lift coeffi- cient Ĉ and mean pressure ...
Page 68
... component and fluctuating component . For time averaged component , the distribution of pressure on deck is represented by that of two - dimensional plate . It is shown that equivalent attack angle can be represented by a function of ...
... component and fluctuating component . For time averaged component , the distribution of pressure on deck is represented by that of two - dimensional plate . It is shown that equivalent attack angle can be represented by a function of ...
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