Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 5American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 67
Page 234
... present . It is interesting that the second natural frequency , 0.89 Hz , was seen quite often , but the third ( 1.29 Hz ) was not . In all events , a bandwidth encompassing the 4-6th natural frequencies was present . Figure 5.a shows ...
... present . It is interesting that the second natural frequency , 0.89 Hz , was seen quite often , but the third ( 1.29 Hz ) was not . In all events , a bandwidth encompassing the 4-6th natural frequencies was present . Figure 5.a shows ...
Page 240
... present at any one time . To date , the deepest ridge measured had a keel depth of 15 meters . 1998 was a light ice year . Ice first formed in the bays around December 20 , but extensive areas of pack ice were not present until mid ...
... present at any one time . To date , the deepest ridge measured had a keel depth of 15 meters . 1998 was a light ice year . Ice first formed in the bays around December 20 , but extensive areas of pack ice were not present until mid ...
Page 290
... present an " immediate threat " ( colour code black ) . An iceberg to the north or east of the pipeline will be classified as an " immediate threat " ( black ) if : 1 ) 2 ) the distance from its present position to the nearest point ...
... present an " immediate threat " ( colour code black ) . An iceberg to the north or east of the pipeline will be classified as an " immediate threat " ( black ) if : 1 ) 2 ) the distance from its present position to the nearest point ...
Contents
OMAE99PA1135 | 19 |
OMAE99PA1141 | 39 |
PROPELLERICE INTERACTION | 53 |
Copyright | |
24 other sections not shown
Other editions - View all
Common terms and phrases
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