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 209
... structure in more extreme ice regime conditions . However , little is known about the magnitude of the loads that could be exerted on the legs of these structures . To gain some insight into loads on slender structures , a review was ...
... structure in more extreme ice regime conditions . However , little is known about the magnitude of the loads that could be exerted on the legs of these structures . To gain some insight into loads on slender structures , a review was ...
Page 342
... structure in the flow direction . In Fig . 3 , the slanting structures help floes to rush toward the central structure , as expected . The central structure strongly interrupts floes and senses the forces shown in Fig . 4. The peak ...
... structure in the flow direction . In Fig . 3 , the slanting structures help floes to rush toward the central structure , as expected . The central structure strongly interrupts floes and senses the forces shown in Fig . 4. The peak ...
Page 344
... structure model more precisely , the water flow around the structure model is calculated independently by a two - dimensional potential flow code , and given as a boundary condition to the DEM . This current may add some accuracy to the ...
... structure model more precisely , the water flow around the structure model is calculated independently by a two - dimensional potential flow code , and given as a boundary condition to the DEM . This current may add some accuracy to the ...
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