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
... mass of vessel with added mass matrix mass of riser with added mass matrix mass matrix of template - manifold with added mass concentrated forces ( sinker , buoy , etc ) external forces for vessel model This paper presents a dynamic for ...
... mass of vessel with added mass matrix mass of riser with added mass matrix mass matrix of template - manifold with added mass concentrated forces ( sinker , buoy , etc ) external forces for vessel model This paper presents a dynamic for ...
Page 511
... mass is separated from the cold , salty , and generally well - mixed shelf water mass by a strong and steeply sloped density front . For the first few weeks of the open - water season , this front is maintained by a balance of processes ...
... mass is separated from the cold , salty , and generally well - mixed shelf water mass by a strong and steeply sloped density front . For the first few weeks of the open - water season , this front is maintained by a balance of processes ...
Page 580
... mass of a SWATH can be increased using hulls whose horizontal axis is greater than the vertical axis . As seen in Table 2 , the heave added mass of the SWATH2 having rectangular cross section with rounded corners with the horizontal ...
... mass of a SWATH can be increased using hulls whose horizontal axis is greater than the vertical axis . As seen in Table 2 , the heave added mass of the SWATH2 having rectangular cross section with rounded corners with the horizontal ...
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