Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 401
... template - manifold linear damping coeff . matrix template - manifold viscous damping coeff . matrix - vessel restoring coefficient - matrix - riser stiffness matrix - m C - d D k [ M ] S S - - [ M ] - S - t f ( z ) - cables stiffness ...
... template - manifold linear damping coeff . matrix template - manifold viscous damping coeff . matrix - vessel restoring coefficient - matrix - riser stiffness matrix - m C - d D k [ M ] S S - - [ M ] - S - t f ( z ) - cables stiffness ...
Page 402
... template - manifold and riser are estimated from tables available in the DNV rules ( DNV , 1981 ) . D. P. VESSEL DRILL RIG exo λ - water density - wavelength - ८ - amplitude of motion amplitude of wave template angular ROTARY TABLE ...
... template - manifold and riser are estimated from tables available in the DNV rules ( DNV , 1981 ) . D. P. VESSEL DRILL RIG exo λ - water density - wavelength - ८ - amplitude of motion amplitude of wave template angular ROTARY TABLE ...
Page 407
... TEMPLATE VERTICAL MOTION TEMPLATE ANGULAR MOTION DRILLSHIP SEMISUBMERSIBLE ( amplitude ) ( amplitude ) DEPTH = 1000 m DEPTH = 1000 m 0.0060 . 0.0050- 0 5 0.5 10 15 20 25 30 35 40 4.5 / 10 15 Vertical motion of template hanging from the ...
... TEMPLATE VERTICAL MOTION TEMPLATE ANGULAR MOTION DRILLSHIP SEMISUBMERSIBLE ( amplitude ) ( amplitude ) DEPTH = 1000 m DEPTH = 1000 m 0.0060 . 0.0050- 0 5 0.5 10 15 20 25 30 35 40 4.5 / 10 15 Vertical motion of template hanging from the ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave