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 105
... factor K1 . Probabilistic / statistical analysis of the blade defects and analysis of K , values for different defects types has been developed by Andruishin and Kastman [ 16 ] . Another factor , which should take into account , is ...
... factor K1 . Probabilistic / statistical analysis of the blade defects and analysis of K , values for different defects types has been developed by Andruishin and Kastman [ 16 ] . Another factor , which should take into account , is ...
Page 191
... factor is a good measure of the distribution of ice forces around the cone , and such consideration is vital in the interpretation of experimental data and ice load predictions . 5.0 NEW ICE FORCE MODEL In this section , Croasdale's ...
... factor is a good measure of the distribution of ice forces around the cone , and such consideration is vital in the interpretation of experimental data and ice load predictions . 5.0 NEW ICE FORCE MODEL In this section , Croasdale's ...
Page 275
... factor of 1.173 . For a height of h = 30 m , a factor of 1.21 is obtained . Since the average height of the transmission line conductors is closer to 30 m , a 20 % increase in the icing load can be expected due to a stronger wind ...
... factor of 1.173 . For a height of h = 30 m , a factor of 1.21 is obtained . Since the average height of the transmission line conductors is closer to 30 m , a 20 % increase in the icing load can be expected due to a stronger wind ...
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