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 373
... normal and tangential components of V , are used to determine distributed drag forces based on the ( constant ) drag coefficients CDn and CDt . For example , the distributed normal drag force is given by W2 = 1⁄2 P CDn D || Vn || Vn n ...
... normal and tangential components of V , are used to determine distributed drag forces based on the ( constant ) drag coefficients CDn and CDt . For example , the distributed normal drag force is given by W2 = 1⁄2 P CDn D || Vn || Vn n ...
Page 433
... Normal vector of water particle acceleration Direction cosines of tubular member in X , Y , Z directions . Several ... Normal water particle velocity = Normal water particle acceleration Water depth Wave number h K = A = Wave approach ...
... Normal vector of water particle acceleration Direction cosines of tubular member in X , Y , Z directions . Several ... Normal water particle velocity = Normal water particle acceleration Water depth Wave number h K = A = Wave approach ...
Page 555
... normal curvature in paramtric direction 1 K2 normal curvature in paramtric direction 2 Gauss curvature k L L light direction or light point unit normal to the plane of a curve second fundamental form coefficient THE INFLUENCE OF VISCOUS ...
... normal curvature in paramtric direction 1 K2 normal curvature in paramtric direction 2 Gauss curvature k L L light direction or light point unit normal to the plane of a curve second fundamental form coefficient THE INFLUENCE OF VISCOUS ...
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