Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 84
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 | |
24 other sections not shown
Other editions - View all
Common terms and phrases
analysis angle applied Arctic ASME assumed average blade block boundary calculated Canada channel coefficient component conducted considered constant Copyright crack creep crushed dependence depth determined direction distribution effect Engineering equation estimate experiments factor failure field Figure floes flow force frequency friction function given height horizontal ice force ice loads ice sheet ice thickness iceberg icebreaker included increase indentation indentor interaction International layer length material maximum mean measured Mechanics method Newfoundland observed obtained occurred Offshore operations parameters peak performance predicted present pressure propeller range ratio region Report Research resistance salinity scale scour shape shear ship shown shows similar soil speed stamukha strain strength stress structure surface Table temperature tests thrust torque values vertical wave width wind zone