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 8
Since the resistance of the bow B is the lowest in low speed range as already
discussed in the previous paper ( Yamaguchi et al . , 1997 ) , the bow B reveals
the lowest resistance in the whole speed range . ice Collision between ice piece
and ...
Since the resistance of the bow B is the lowest in low speed range as already
discussed in the previous paper ( Yamaguchi et al . , 1997 ) , the bow B reveals
the lowest resistance in the whole speed range . ice Collision between ice piece
and ...
Page 209
The bridge piers have loads between 90 - 2300 kN , light piers were
characterized by loads within the range 100 - 1800 kN , and loads measured on
a 0 . 9 m diameter test pile ranged from 180 to 480 KN . Direct measurements on
a 2 .
The bridge piers have loads between 90 - 2300 kN , light piers were
characterized by loads within the range 100 - 1800 kN , and loads measured on
a 0 . 9 m diameter test pile ranged from 180 to 480 KN . Direct measurements on
a 2 .
Page 215
The data were collected for a number of different structures that had different
water line widths ( 0 . 5 m to 4 m ) and shapes ( vertical and inclined ) . Each of
the structures was subjected to a different ice regime that could include a wide
range ...
The data were collected for a number of different structures that had different
water line widths ( 0 . 5 m to 4 m ) and shapes ( vertical and inclined ) . Each of
the structures was subjected to a different ice regime that could include a wide
range ...
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Contents
SHIP NAVIGATION IN | 119 |
OMAE99PA1103 | 209 |
OMAE99PA1154 | 267 |
Copyright | |
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analysis angle applied Arctic ASME assumed average blade block brittle calculated Canada channel coefficient compared component conducted cone considered constant Copyright crack creep crushing damage dependence depth determined direction distribution draft edge effect Engineering equation estimate experiments factor failure field Figure floe flow friction function given horizontal ice force ice loads ice sheet ice thickness iceberg icebreaker increase indentation indentor interaction International length maximum mean measured Mechanics method Newfoundland observed obtained occurred Offshore operations parameters peak performance pipeline predicted present pressure Proceedings propeller range ratio recorded region Report Research resistance rubble salinity scale shape shear ship shown shows speed strength stress structure surface Table temperature tests values velocity vertical wave width wind zone