Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 65
... vertical displacements due to the application of the horizontal loads . The vertical displacements at reference points L and T are used for the purpose of comparison between Cases AR and DR . Point L is located at the uppermost corner ...
... vertical displacements due to the application of the horizontal loads . The vertical displacements at reference points L and T are used for the purpose of comparison between Cases AR and DR . Point L is located at the uppermost corner ...
Page 323
... vertical section of the top 14 cm layer , Fig . 7 . Grains are oriented at approximately 45 ° , with sub - grain boundaries . Air bubbles vertically oriented following the gravity direction ( in presence of sub - grain boundaries , air ...
... vertical section of the top 14 cm layer , Fig . 7 . Grains are oriented at approximately 45 ° , with sub - grain boundaries . Air bubbles vertically oriented following the gravity direction ( in presence of sub - grain boundaries , air ...
Page 371
... vertical fixed walls ( 1 ) and two adjacent vertical moving walls ( 2 ) . One of the moving walls and the opposite fixed wall are equipped with collapsible extensions ( 3 ) . This arrangement permits a reduction of the chamber size in ...
... vertical fixed walls ( 1 ) and two adjacent vertical moving walls ( 2 ) . One of the moving walls and the opposite fixed wall are equipped with collapsible extensions ( 3 ) . This arrangement permits a reduction of the chamber size in ...
Contents
ICEENVIRONMENT STATISTICS | 1 |
Seasonal Ice Cover Variability in a Coupled IceOcean Model for the Arctic Ocean | 11 |
An Illustration of Theoretical and Empirical Errors and the Effect of the Resolution of the | 21 |
Copyright | |
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analysis angle Arctic/Polar Technology ASME beam Beaufort Sea berm brine calculated Canada Cold Regions compressive conducted crack creep Croasdale curves deflection density displacement drag drag coefficient effect elastic equation evaporator experimental failure finite element flexural floe flow fluid form drag fracture toughness freezing frequency friction coefficient heat transfer ice cover ice forces ice load ice movement ice plates ice rubble ice sheet ice thickness increase indentor Laboratory layer length linear maximum mode offshore structure OMAE panels parameters permafrost pile plane strain plastic Plastic Analysis plotted Poisson's Ratio pore pressure predictions ratio Research Ride-Up ridge rubble field salinity samples scale sea ice sensors shear shear strength shear stress shown in Figure simulation snow soil spray ice strain rate strength stress surface Technology ASME 1992 temperature thaw thaw depth thermal thermosyphon Timco tube Tuktoyaktuk values velocity vertical