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 45
... panel . Figure 17 depicts the maximum pressure on a single cell ( at the time of peak force ) versus the total load on the panel . As would be expected , the single cell pressure increases with increasing total force but there is ...
... panel . Figure 17 depicts the maximum pressure on a single cell ( at the time of peak force ) versus the total load on the panel . As would be expected , the single cell pressure increases with increasing total force but there is ...
Page 46
... panel at one time . The large size of the bow panel makes a double impact more likely to occur . A line or " pressure asymptote " is drawn on both of these figures . This line indicates an upper bound to the relationship of pressure to ...
... panel at one time . The large size of the bow panel makes a double impact more likely to occur . A line or " pressure asymptote " is drawn on both of these figures . This line indicates an upper bound to the relationship of pressure to ...
Page 234
... panel data that show local pressures due to ice forces . However , since the ice forces are coupled with the displacement of the structure , the natural frequencies may also be present in load panel data . The analyzed tilt data ...
... panel data that show local pressures due to ice forces . However , since the ice forces are coupled with the displacement of the structure , the natural frequencies may also be present in load panel data . The analyzed tilt data ...
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