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 20
... given by A01 A = 0 Anm 0 B01 Do : B = D = ( 11a , b , c ) Bom Dnm rank Y nm = 2 . DETERMINATION OF CONTROL GAIN In an optimal control , the control gain matrix , G , is determined by minimizing the performance index given by J 1 ...
... given by A01 A = 0 Anm 0 B01 Do : B = D = ( 11a , b , c ) Bom Dnm rank Y nm = 2 . DETERMINATION OF CONTROL GAIN In an optimal control , the control gain matrix , G , is determined by minimizing the performance index given by J 1 ...
Page 33
... given in terms of the mean velocity potential ( x , y ) ( see Kim and Ertekin ( 1999 ) ) : V ( x , y ) = √ ( x , y ) , w ( x , y , z ) = −iw ( ( x , y ) 2 + h ( 5 ) With this representation of the velocity field , the combined mass ...
... given in terms of the mean velocity potential ( x , y ) ( see Kim and Ertekin ( 1999 ) ) : V ( x , y ) = √ ( x , y ) , w ( x , y , z ) = −iw ( ( x , y ) 2 + h ( 5 ) With this representation of the velocity field , the combined mass ...
Page 163
... given by : Φ = The Reynolds number is based on the chordlength Um ax U lip and the Turbulent Dissip . Rate & [ m2 / s2 ] blade tip velocity and is given by Re = PU tip C μ Flow Model Tip Coefficient Speed Turbulent Energy Φ [ - ] [ m ...
... given by : Φ = The Reynolds number is based on the chordlength Um ax U lip and the Turbulent Dissip . Rate & [ m2 / s2 ] blade tip velocity and is given by Re = PU tip C μ Flow Model Tip Coefficient Speed Turbulent Energy Φ [ - ] [ m ...
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