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 361
EXTREME RESPONSE ESTIMATION FOR MARINE RISERS C. M. Larsen Division of Marine Structures The Norwegian Institute of Technology Trondheim , Norway E. Passano Department of Structural Engineering SINTEF Trondheim , Norway EFFICIENT STATIC ...
EXTREME RESPONSE ESTIMATION FOR MARINE RISERS C. M. Larsen Division of Marine Structures The Norwegian Institute of Technology Trondheim , Norway E. Passano Department of Structural Engineering SINTEF Trondheim , Norway EFFICIENT STATIC ...
Page 362
... extreme values of riser response . ESTIMATION OF LIFETIME EXTREME RESPONSE Traditionally , a " design wave " approach has often been applied when dealing with lifetime extreme response estimation . The height of a regular design wave ...
... extreme values of riser response . ESTIMATION OF LIFETIME EXTREME RESPONSE Traditionally , a " design wave " approach has often been applied when dealing with lifetime extreme response estimation . The height of a regular design wave ...
Page 369
... extreme response estimation of tensioned marine risers has been proposed . The stra- tegy is based on long - term wave statistics , approxi- mate long - term response statistics and T.D. response simulation in an identified design storm ...
... extreme response estimation of tensioned marine risers has been proposed . The stra- tegy is based on long - term wave statistics , approxi- mate long - term response statistics and T.D. response simulation in an identified design storm ...
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