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 322
... ( beam ) , lbs Wind force in y direction ( beam ) , lbs Wave force in y direction ( beam ) , lbs Significant wave height , ft Vessel length , ft Vessel draft , ft Tw Wave period , sec . Vc Vw Since the moored vessel propeller or tug force ...
... ( beam ) , lbs Wind force in y direction ( beam ) , lbs Wave force in y direction ( beam ) , lbs Significant wave height , ft Vessel length , ft Vessel draft , ft Tw Wave period , sec . Vc Vw Since the moored vessel propeller or tug force ...
Page 403
... beam element drag coefficient for projected area beam element - water density Ꭰ - riser element diamenter water particle velocity U n For the template - manifold motion , two angular motions on each orthogonal vertical planes and one ...
... beam element drag coefficient for projected area beam element - water density Ꭰ - riser element diamenter water particle velocity U n For the template - manifold motion , two angular motions on each orthogonal vertical planes and one ...
Page 409
... beam pattern of a large array and thus reduces the cost in instrumentation and the computational burdens in processing the received signals . The array configuration proposed in references [ 8 ] and [ 9 ] gave good directional beam ...
... beam pattern of a large array and thus reduces the cost in instrumentation and the computational burdens in processing the received signals . The array configuration proposed in references [ 8 ] and [ 9 ] gave good directional beam ...
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