Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 70
Page 351
... period , sec . Wave period , sec . Wave period , sec . Figure 7. L = 1200 ' , H = 20 ' , Tf / Ta = 0.0 . Figure 6. L = 1200 ' , Ta / w = 1.5 , Tf / Ta = 0.3 . Figure 5. L = 1200 ' , Ta / w = 1.5 , Tf / Ta = 0.2 . 12 14 16 18 20 Wave period ...
... period , sec . Wave period , sec . Wave period , sec . Figure 7. L = 1200 ' , H = 20 ' , Tf / Ta = 0.0 . Figure 6. L = 1200 ' , Ta / w = 1.5 , Tf / Ta = 0.3 . Figure 5. L = 1200 ' , Ta / w = 1.5 , Tf / Ta = 0.2 . 12 14 16 18 20 Wave period ...
Page 472
IMPORTANT PERIOD RELATIONSHIPS Physical quantities that influenced the sway and bow - bending mode periods significantly were reported for a configuration in 2600 ft water depth ( Morrison et al 1988 ) . Parameters that were considered ...
IMPORTANT PERIOD RELATIONSHIPS Physical quantities that influenced the sway and bow - bending mode periods significantly were reported for a configuration in 2600 ft water depth ( Morrison et al 1988 ) . Parameters that were considered ...
Page 580
... period is + I R 44 TROLL = 2π g 8 GMT where IR is the roll gyradius and I'44-144 / M . ( 20 ) ( 21 ) There are two possible ways of increasing the heave period for the fixed displacement : one is to increase the value of A'33 and the ...
... period is + I R 44 TROLL = 2π g 8 GMT where IR is the roll gyradius and I'44-144 / M . ( 20 ) ( 21 ) There are two possible ways of increasing the heave period for the fixed displacement : one is to increase the value of A'33 and the ...
Contents
COMPLIANT STRUCTURES | 313 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
28 other sections not shown
Other editions - View all
Common terms and phrases
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