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
... nodes are located at the centroid of each section . This is the same model that was originally used for the analysis of the Confederation bridge , with some minor modifications . The model includes two adjacent piers ( piers 31 and 32 ) ...
... nodes are located at the centroid of each section . This is the same model that was originally used for the analysis of the Confederation bridge , with some minor modifications . The model includes two adjacent piers ( piers 31 and 32 ) ...
Page 320
... node elements whereby the mesh in the area of the station is refined . An irreg- ular accumulation of meteoric snow in the surroundings of the station caused an non - uniform topography of the snowcover in this area . Due to this a non ...
... node elements whereby the mesh in the area of the station is refined . An irreg- ular accumulation of meteoric snow in the surroundings of the station caused an non - uniform topography of the snowcover in this area . Due to this a non ...
Page 321
... nodes of the station mesh located in the snowcover in vertical direction with the equivalent nodes of the snowcover . The influence of the dead weight of the station on the settlement has to be taken into account . This is approximated ...
... nodes of the station mesh located in the snowcover in vertical direction with the equivalent nodes of the snowcover . The influence of the dead weight of the station on the settlement has to be taken into account . This is approximated ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
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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