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 504
... significant wave height was measured being 5.97 m at the specified point B out- side of the site , while the largest values of signifi- cant wave heights at other points were 0.91 m at the Point T ( east end of north breakwater ) and ...
... significant wave height was measured being 5.97 m at the specified point B out- side of the site , while the largest values of signifi- cant wave heights at other points were 0.91 m at the Point T ( east end of north breakwater ) and ...
Page 505
... significant amplitude of deflection of rubber fender in occasional measurement Significant Amplitude Significant Amplitude ( Bap ) Significant Amplitude ( mm ) ( unu ) Sway 200 100 10 Heave Roll 12 Month 6 12 Month 1986 1987 / 12 / 1 12 ...
... significant amplitude of deflection of rubber fender in occasional measurement Significant Amplitude Significant Amplitude ( Bap ) Significant Amplitude ( mm ) ( unu ) Sway 200 100 10 Heave Roll 12 Month 6 12 Month 1986 1987 / 12 / 1 12 ...
Page 507
... Significant Strain ( % ) Calculated Significant Strain ( % ) 7 6 5 O T T T Calculated Significant Deflection ( mm ) 3 2 - 7 6 → сл T Calculated Significant Deflection ( mm ) 3 2 200 100 200 100 Case A ( Winter ) + 20 % 100 200 Measured ...
... Significant Strain ( % ) Calculated Significant Strain ( % ) 7 6 5 O T T T Calculated Significant Deflection ( mm ) 3 2 - 7 6 → сл T Calculated Significant Deflection ( mm ) 3 2 200 100 200 100 Case A ( Winter ) + 20 % 100 200 Measured ...
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