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 35
... angle . The critical angle for λ = 125m is about 68.5 ° , which can be obtained by Snell's law ( see Ertekin & Kim ( 1999 ) ) . The waves may be trapped between the shore- line and the structure for certain shoreline distances and wave ...
... angle . The critical angle for λ = 125m is about 68.5 ° , which can be obtained by Snell's law ( see Ertekin & Kim ( 1999 ) ) . The waves may be trapped between the shore- line and the structure for certain shoreline distances and wave ...
Page 92
... angle set ( Etk72 ) . These successive rotations align the inertial frame with the ith body frame . The torsion of the cable is not considered in the simulation , and , as a result , only two of the three Euler angles are required to ...
... angle set ( Etk72 ) . These successive rotations align the inertial frame with the ith body frame . The torsion of the cable is not considered in the simulation , and , as a result , only two of the three Euler angles are required to ...
Page 96
... angle . Simple proportional control was implemented using feedback of the appropriate state variables to accomplish ... angle and rates , elevator deflection generated from feedback of the pitch angle and rates , and a rudder action ...
... angle . Simple proportional control was implemented using feedback of the appropriate state variables to accomplish ... angle and rates , elevator deflection generated from feedback of the pitch angle and rates , and a rudder action ...
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