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 386
... geometry of buoyancy element - Reynolds number 3 . TEST SET - UP AND PROCEDURE The test set - up is shown in Fig . 2. The test spe- cimen consisted of buoyancy elements A fitted to a rod B. The rod was connected by a thin filament C to ...
... geometry of buoyancy element - Reynolds number 3 . TEST SET - UP AND PROCEDURE The test set - up is shown in Fig . 2. The test spe- cimen consisted of buoyancy elements A fitted to a rod B. The rod was connected by a thin filament C to ...
Page 433
... geometry of the deepwater structure to minimize the hydrody- namic forces , complemented by dynamic and fatigue analysis methods . Studies at Glasgow University by P. A. Friese , I. E. Winkle and P. K. Das / 2 / have con- centrated on ...
... geometry of the deepwater structure to minimize the hydrody- namic forces , complemented by dynamic and fatigue analysis methods . Studies at Glasgow University by P. A. Friese , I. E. Winkle and P. K. Das / 2 / have con- centrated on ...
Page 609
... Geometric Data L = a 1.435 - 24.15 m mum t = 5.00 mum = 0.01 0.00 where A is the cross - sectional area . ( b ) Geometric Displacement , ug The axial displacement due to geometry change ( i.e. bowing of the member ) can be determined ...
... Geometric Data L = a 1.435 - 24.15 m mum t = 5.00 mum = 0.01 0.00 where A is the cross - sectional area . ( b ) Geometric Displacement , ug The axial displacement due to geometry change ( i.e. bowing of the member ) can be determined ...
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