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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amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind