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 36
... deflection and relative wave height among the four corners ( L / A = 40 ) 1.5 0.5 w / Shoreline K2A w / o Shoreline A w / Shoreline K2KA w / o Shoreline 15 , MA SM 0.8 w / Shareline 2A w / o Shoreline KJA 0.6 0.4 0.2 w / Shoreline KRKA ...
... deflection and relative wave height among the four corners ( L / A = 40 ) 1.5 0.5 w / Shoreline K2A w / o Shoreline A w / Shoreline K2KA w / o Shoreline 15 , MA SM 0.8 w / Shareline 2A w / o Shoreline KJA 0.6 0.4 0.2 w / Shoreline KRKA ...
Page 96
... deflection was governed by : sw = 80+ K % ( d – dò ) where do is a set equilibrium wing deflection established dur- ing the approach to the turn , d is the depth of the vehicle , do is the desired depth , and Kg is the gain on the ...
... deflection was governed by : sw = 80+ K % ( d – dò ) where do is a set equilibrium wing deflection established dur- ing the approach to the turn , d is the depth of the vehicle , do is the desired depth , and Kg is the gain on the ...
Page 97
Deflection ( " ) -135 .14 -145 -15 -15.5 Wing Deflection Figure 6 ) was higher than that produced by the ISE simula- tion . Preliminary field test data appears to indicate better agreement with our results . -16 Surge Cane Tenson PISH ...
Deflection ( " ) -135 .14 -145 -15 -15.5 Wing Deflection Figure 6 ) was higher than that produced by the ISE simula- tion . Preliminary field test data appears to indicate better agreement with our results . -16 Surge Cane Tenson PISH ...
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