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 199
... important in determining the subsequent interaction process , i.e. , the manner in which the ice rides up the structure and the subsequent nature of the rubble pile- up , and the ice force on the structure . In this paper , ice breaking ...
... important in determining the subsequent interaction process , i.e. , the manner in which the ice rides up the structure and the subsequent nature of the rubble pile- up , and the ice force on the structure . In this paper , ice breaking ...
Page 267
... important for design purposes in Northern regions . In regions exposed to heavy icing , the strength of transmission line structures is justified by the probability of ice and wind loads . Lately , ice loads have been measured directly ...
... important for design purposes in Northern regions . In regions exposed to heavy icing , the strength of transmission line structures is justified by the probability of ice and wind loads . Lately , ice loads have been measured directly ...
Page 275
... important damages occurred in an agricultural zone where the ground roughness was low and in a direction perpendicular to the average wind direction which not only increases the icing rate but also generates important transverse loads ...
... important damages occurred in an agricultural zone where the ground roughness was low and in a direction perpendicular to the average wind direction which not only increases the icing rate but also generates important transverse loads ...
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