Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 4American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 90
... distance from its center as 2 √1 - ra . It is readily seen that both the principal compressive stress and confining pressure drop rapidly as the depth increases . At a distance equal to one diameter of the critical zone ( 2a ) , σ1⁄2 ...
... distance from its center as 2 √1 - ra . It is readily seen that both the principal compressive stress and confining pressure drop rapidly as the depth increases . At a distance equal to one diameter of the critical zone ( 2a ) , σ1⁄2 ...
Page 119
... distance from the ice edge . Attenuation rate of each frequency component depends on the ice thickness and its frequency and is almost similar to that of regular wave with the same frequency . This agreement indicates that the ...
... distance from the ice edge . Attenuation rate of each frequency component depends on the ice thickness and its frequency and is almost similar to that of regular wave with the same frequency . This agreement indicates that the ...
Page 121
... distance from ice edge and A ( m ) is an attenuation rate . -1 Figure 4 shows the effects of wave period on the ... distance for each frequency component . PSD in the figure is the average value over ± 0.15Hz of its own frequency . PSD ...
... distance from ice edge and A ( m ) is an attenuation rate . -1 Figure 4 shows the effects of wave period on the ... distance for each frequency component . PSD in the figure is the average value over ± 0.15Hz of its own frequency . PSD ...
Contents
An Analysis of Selected Atmospheric Icing Events on Test Cables | 1 |
Wave Model Tests for a TLP Modified With IceBreaking Collars | 11 |
Brittle Compressive Failure of Microcracked | 23 |
Copyright | |
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Adams Island amplitude analysis atmospheric icing attenuation rate Beaufort Sea Blanchet Cable coefficient collars compressive constitutive equations Cook Inlet crack growth critical zones damping deflection deformation density elastic equation experimental experiments failure Figure first-year ice loads floating ice sheet fracture freezing cell global ice load heat HSVA hydrodynamic ice accretion ice cover ice drift ice field ice floe ice load Ice Mass kg/m ice sheet ice thickness icebreaking icebreaking cycle icing events icing periods icing rate meter in-cloud icing increase indentor interaction internal friction level ice liquid fraction liquid limit located maximum McMurdo Station model ice mooring force mooring system numerical model OMAE pack ice parameters peak precipitation icing predicted pressure radial cracks ratio rubble field sea ice semisubmersible sensors soil spalling speed spongy ice SSDC strain surface tanker temperature Valanto values velocity vessel Waas-Bow wave height wedge wind