Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 226
... movement beneath the structure is ( a ) unrestricted and ( b ) restricted . The bottom - surface pressure due to the acceleration of the water is treated by assuming that the motion of the water is gov- erned by two - dimensional ...
... movement beneath the structure is ( a ) unrestricted and ( b ) restricted . The bottom - surface pressure due to the acceleration of the water is treated by assuming that the motion of the water is gov- erned by two - dimensional ...
Page 340
... movement of floe . Another DEM computation , treating 2048 floes , is also executed for comparison with experimental results . The topics in this paper are as follows : influence of floe rotation and tangential force on the behavior of ...
... movement of floe . Another DEM computation , treating 2048 floes , is also executed for comparison with experimental results . The topics in this paper are as follows : influence of floe rotation and tangential force on the behavior of ...
Page 344
only two - dimensional movement of floes , though rafting or underturning of floes possibly occurs in the experiment . However , it is not observed so often in the experiments . To calculate the movements of floe around the structure ...
only two - dimensional movement of floes , though rafting or underturning of floes possibly occurs in the experiment . However , it is not observed so often in the experiments . To calculate the movements of floe around the structure ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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Allen Bay analysis angle Arctic Engineering ASME average boundary brittle calculated Canada channel coefficient component compressive cone Confederation Bridge Conference on Offshore contact area Copyright 1999 crack creep creep deformation crushed deformation density determined diameter distribution dynamic effect equation estimate failure stress Figure floes fracture frequency friction frozen soil full scale gas hydrate Grand Banks horizontal hydrodynamic ice block ice class ice conditions ice force ice loads ice pieces ice sheet ice strength ice thickness iceberg iceberg management icebreaker increase indentation tests indentor interaction layer level ice maximum measured Mechanics and Arctic mm/s Newfoundland Northern Sea Route observed Offshore Mechanics parameters peak Pechora Sea piers pipeline planetary boundary layer predicted pressure ratio Research resistance rubble Sakhalin salinity scantlings scour sea ice sensors shape shear ship shows speed stamukha surface temperature thrust torque values velocity vertical water depth width wind zone