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 346
... matrix , [ C ] is the structural damping matrix , and [ K ] is the time dependent stiffness matrix . Also , { x } and { x } * denote the displacement from the vertical position and the rotated chord , respectively . Finally , { F } ...
... matrix , [ C ] is the structural damping matrix , and [ K ] is the time dependent stiffness matrix . Also , { x } and { x } * denote the displacement from the vertical position and the rotated chord , respectively . Finally , { F } ...
Page 401
... 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 coefficient matrix mass coefficient for beam ...
... 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 coefficient matrix mass coefficient for beam ...
Page 624
... matrix at each iteration step , many modified iterative algorithms have been propo- sed for performing the nonlinear solution . The modified Newton - Raphson method uses the initial stiffness matrix , formed at the begin- ning of the ...
... matrix at each iteration step , many modified iterative algorithms have been propo- sed for performing the nonlinear solution . The modified Newton - Raphson method uses the initial stiffness matrix , formed at the begin- ning of the ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period