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 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave