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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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