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 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 | |
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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