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 424
... frequency of vertical vibrations and the natural frequency and amplitude of horizontal vibrations were computed following the approach suggested by Novak and El - Sharnouby ( 1983 ) and Prakash and Puri ( 1988 ) and Beredugo and Novak ...
... frequency of vertical vibrations and the natural frequency and amplitude of horizontal vibrations were computed following the approach suggested by Novak and El - Sharnouby ( 1983 ) and Prakash and Puri ( 1988 ) and Beredugo and Novak ...
Page 583
... Frequency Fig 25. SWATH1 Model in head seas ( Fn = 0.13 ) 7 8 9 Non - dim . Enc . frequency 10 0 1 2 3 5 6 7 8 9 10 Fig 26. SWATHI Model in head seas ( Fn = 0.13 ) 2.0 3.5 1.6- 3.0 2.5 Non - dim . Enc . Frequency Fig 27. SWATHI Model in ...
... Frequency Fig 25. SWATH1 Model in head seas ( Fn = 0.13 ) 7 8 9 Non - dim . Enc . frequency 10 0 1 2 3 5 6 7 8 9 10 Fig 26. SWATHI Model in head seas ( Fn = 0.13 ) 2.0 3.5 1.6- 3.0 2.5 Non - dim . Enc . Frequency Fig 27. SWATHI Model in ...
Page 584
... Frequency Fig 41. SWATH2 Model in head seas ( Fn = 0.26 ) 2 3 4 5 6 7 8 Non - dim . Enc . Frequency 9 10 Fig 42. SWATH2 Model in head seas ( Fn = 0.26 ) 1.6 1.2 0.8 0.4 Measured Potential Inc. Viscous Fig 43. SWATH2 Model in head seas ...
... Frequency Fig 41. SWATH2 Model in head seas ( Fn = 0.26 ) 2 3 4 5 6 7 8 Non - dim . Enc . Frequency 9 10 Fig 42. SWATH2 Model in head seas ( Fn = 0.26 ) 1.6 1.2 0.8 0.4 Measured Potential Inc. Viscous Fig 43. SWATH2 Model in head seas ...
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