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 21
Page 186
... base ( mm ) 7 10 288 10 10.5 11 11.5 12 12.5 13 Seconds پاکستا 13.5 14 Figure 6 : The load response during test 11 for a duration of 4 seconds . FH and FV are the horizontal and the vertical forces , respectively . The lower diagram ...
... base ( mm ) 7 10 288 10 10.5 11 11.5 12 12.5 13 Seconds پاکستا 13.5 14 Figure 6 : The load response during test 11 for a duration of 4 seconds . FH and FV are the horizontal and the vertical forces , respectively . The lower diagram ...
Page 187
... base ( mm ) 6 8 8 8 7 7.5 8 8.5 9 9.5 Seconds FH FV 10 10.5 11 Ice / waterline 10 ᅡ 197 7.5 8 8.5 9 9.5 Seconds 10 10.5 11 830 foe / waterline Dist . above pier base ( mm ) 7 88 40 8 20 10 170 170.5 170.5 171 171.5 172 172.5 173 173.5 ...
... base ( mm ) 6 8 8 8 7 7.5 8 8.5 9 9.5 Seconds FH FV 10 10.5 11 Ice / waterline 10 ᅡ 197 7.5 8 8.5 9 9.5 Seconds 10 10.5 11 830 foe / waterline Dist . above pier base ( mm ) 7 88 40 8 20 10 170 170.5 170.5 171 171.5 172 172.5 173 173.5 ...
Page 380
... BASE : the base case analyzed in the above discussion B / 2 : MJ2 : Xoff : scour width reduced by a factor of 2 ( approximately equivalent to a 50 % decrease in the soil strength ) a reduction in the pitch moment by a factor of 2 ( i.e. ...
... BASE : the base case analyzed in the above discussion B / 2 : MJ2 : Xoff : scour width reduced by a factor of 2 ( approximately equivalent to a 50 % decrease in the soil strength ) a reduction in the pitch moment by a factor of 2 ( i.e. ...
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