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 36
... load to 0.15 mm in the splash zone and 0.3 mm elsewhere . A structure must also not suffer any local damage due to a load that has an annual probability of exceedance of 0.01 ( e.g. 1 in 100 year iceberg ) . The various limit states for ...
... load to 0.15 mm in the splash zone and 0.3 mm elsewhere . A structure must also not suffer any local damage due to a load that has an annual probability of exceedance of 0.01 ( e.g. 1 in 100 year iceberg ) . The various limit states for ...
Page 102
... loading , the final settlement and the time for consolidation are constant . Effect of load eccentricity and inclination : In order to study the effect of load eccentricity and inclination , the full mesh shown in Figure 2 , with ...
... loading , the final settlement and the time for consolidation are constant . Effect of load eccentricity and inclination : In order to study the effect of load eccentricity and inclination , the full mesh shown in Figure 2 , with ...
Page 195
... load predictions are still quite limited , mainly because of the lack of actual field observations / measurements of ridge loads and the difficulty of conducting ridge experiments . Only a few ridge load prediction models for cones have ...
... load predictions are still quite limited , mainly because of the lack of actual field observations / measurements of ridge loads and the difficulty of conducting ridge experiments . Only a few ridge load prediction models for cones have ...
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