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 J = [ ® { xc ( 1 ) Qxc ( 1 ) + u ? ( 1 ) Ru ( 1 ) } dt , ( 18 ) in which is the weighting coefficient matrix ( 2M × 2M ) for structural response and R is the weighting coefficient matrix ( 2L × 2L ) for control force given by 0 ...
... given by J = [ ® { xc ( 1 ) Qxc ( 1 ) + u ? ( 1 ) Ru ( 1 ) } dt , ( 18 ) in which is the weighting coefficient matrix ( 2M × 2M ) for structural response and R is the weighting coefficient matrix ( 2L × 2L ) for control force given by 0 ...
Page 33
... given in terms of the mean velocity potential ( x , y ) ( see Kim and Ertekin ( 1999 ) ) : V ( x , y ) = V ( x , y ) , w ( x , y , z ) = −iw ( ( x , y ) 2 + h 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 ) = V ( x , y ) , w ( x , y , z ) = −iw ( ( x , y ) 2 + h h ( 5 ) With this representation of the velocity field , the combined mass ...
Page 163
... given by : The Reynolds number is based on the chordlength Um U ax tip and the blade tip velocity and is given by Re = PU lipc μ Model Flow Tip Coefficient Speed Turbulent Energy Φ [ - ] [ m / s ] k [ m2 / s2 ] Turbulent Dissip . Rate ...
... given by : The Reynolds number is based on the chordlength Um U ax tip and the blade tip velocity and is given by Re = PU lipc μ Model Flow Tip Coefficient Speed Turbulent Energy Φ [ - ] [ m / s ] k [ m2 / s2 ] Turbulent Dissip . Rate ...
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 buoy buoyant body cable element cage bottom calculated central spar cage 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 mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation 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