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 232
As the dynamic characteristics of the instrumented pier are well established ,
recognition of structure response motions in measured time series is greatly
simplified . Nevertheless , even with this structure , there are remaining difficulties
...
As the dynamic characteristics of the instrumented pier are well established ,
recognition of structure response motions in measured time series is greatly
simplified . Nevertheless , even with this structure , there are remaining difficulties
...
Page 238
CONCLUSIONS AND RECOMMENDATIONS The dynamic behaviour of the
Confederation Bridge was studied using a finite element model . The model was
calibrated using the pull test results and the appropriate foundation stiffness and
...
CONCLUSIONS AND RECOMMENDATIONS The dynamic behaviour of the
Confederation Bridge was studied using a finite element model . The model was
calibrated using the pull test results and the appropriate foundation stiffness and
...
Page 330
Normalization by dynamic speed allows to make empirical relations as the most
universal , use them to calculate wave ... 40 * ( km ) ( 9 ) The SPD model
including the dynamic speed of wind waves besides of equations for wind wave
spectrum ...
Normalization by dynamic speed allows to make empirical relations as the most
universal , use them to calculate wave ... 40 * ( km ) ( 9 ) The SPD model
including the dynamic speed of wind waves besides of equations for wind wave
spectrum ...
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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