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 291
... direction on Support 1 was defined by 0 , = arctan F [ ] F ( 3 ) Similar expressions were determined for Support 2 ... direction was approximately the same on each support . Although there were variations in the load with time , in ...
... direction on Support 1 was defined by 0 , = arctan F [ ] F ( 3 ) Similar expressions were determined for Support 2 ... direction was approximately the same on each support . Although there were variations in the load with time , in ...
Page 322
... direction ) . This direction is perpendicular to the C - axis of ice crystals . The C - axis is usually parallel to the direction of the dominant ocean current at the time of ice formation ( Weeks and Gow , 1978 ; and Nakawo and Sinha ...
... direction ) . This direction is perpendicular to the C - axis of ice crystals . The C - axis is usually parallel to the direction of the dominant ocean current at the time of ice formation ( Weeks and Gow , 1978 ; and Nakawo and Sinha ...
Page 370
... directions ( see Figure 1 ) . Strain in the perpendicular z direction would be zero . The major and minor principal stresses will consequently be along the x and y directions . Stress in the z - direction will be the intermediate ...
... directions ( see Figure 1 ) . Strain in the perpendicular z direction would be zero . The major and minor principal stresses will consequently be along the x and y directions . Stress in the z - direction will be the intermediate ...
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