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 344
... HEIGHT = 2.5 M WAVE HEIGHT = 5 M B WAVE HEIGHT = 7.5 M • WAVE HEIGHT = 10 M · WAVE HEIGHT = 12.5 M 0 WAVE HEIGHT = 15 M 2000 0.2 0.3 0.4 0.5 0.6 0.7 0.8 WAVE FREQUENCY ( RAD / SEC ) 1.2- 1.0- O WAVE HEIGHT = 2.5 M · WAVE HEIGHT = 5 M . WAVE ...
... HEIGHT = 2.5 M WAVE HEIGHT = 5 M B WAVE HEIGHT = 7.5 M • WAVE HEIGHT = 10 M · WAVE HEIGHT = 12.5 M 0 WAVE HEIGHT = 15 M 2000 0.2 0.3 0.4 0.5 0.6 0.7 0.8 WAVE FREQUENCY ( RAD / SEC ) 1.2- 1.0- O WAVE HEIGHT = 2.5 M · WAVE HEIGHT = 5 M . 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 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period