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 54
Page 344
... HEIGHT = 2.5 M WAVE HEIGHT = 5 M WAVE HEIGHT = 7.5 M WAVE HEIGHT = 10 M · WAVE HEIGHT = 12.5 M a WAVE HEIGHT = 15 M 2000 0 0.2 0.3 0.4 0.5 0.6 0.7 0.8 WAVE FREQUENCY ( RAD / SEC ) 0.8 0.6 0.4 0.2 0.0 0.2 0.3 0.4 0.5 0.6 0.7 0.8 О WAVE ...
... HEIGHT = 2.5 M WAVE HEIGHT = 5 M WAVE HEIGHT = 7.5 M WAVE HEIGHT = 10 M · WAVE HEIGHT = 12.5 M a WAVE HEIGHT = 15 M 2000 0 0.2 0.3 0.4 0.5 0.6 0.7 0.8 WAVE FREQUENCY ( RAD / SEC ) 0.8 0.6 0.4 0.2 0.0 0.2 0.3 0.4 0.5 0.6 0.7 0.8 О WAVE ...
Page 480
... height tower for 90 m water depth One and 300 m height tower for 285 m water depth . current velocity profile is maximum ( 1 m / sec ) at the water level and varies linearly to zero at the seabed level . The result for this is given in ...
... height tower for 90 m water depth One and 300 m height tower for 285 m water depth . current velocity profile is maximum ( 1 m / sec ) at the water level and varies linearly to zero at the seabed level . The result for this is given in ...
Page 504
... heights at other points were 0.91 m at the Point T ( east end of north breakwater ) and 0.77 m at the Point H1 ( around the storage barge ) respectively . It is noted that wave height around the site is successfully reduced due to the ...
... heights at other points were 0.91 m at the Point T ( east end of north breakwater ) and 0.77 m at the Point H1 ( around the storage barge ) respectively . It is noted that wave height around the site is successfully reduced due to 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