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 6
Page 233
... damping ratios were compared to the measured tilts . The criterion was to select a damping ratio that would result in a same damping time as occurred after the breakage . The normalized tilts from time history Copyright © 1999 by ASME ...
... damping ratios were compared to the measured tilts . The criterion was to select a damping ratio that would result in a same damping time as occurred after the breakage . The normalized tilts from time history Copyright © 1999 by ASME ...
Page 234
analysis with the damping ratio of 0.03 ( which gave the best match ) are shown in Fig . 2.b. - Table 1 Natural frequencies obtained form finite element analysis and pull test Mode Number Transverse Calculated ( Hz ) Pull Test ( Hz ) 1 ...
analysis with the damping ratio of 0.03 ( which gave the best match ) are shown in Fig . 2.b. - Table 1 Natural frequencies obtained form finite element analysis and pull test Mode Number Transverse Calculated ( Hz ) Pull Test ( Hz ) 1 ...
Page 333
... damping were observed there . 80.0 Table 1 . 75.04 Maximum wave heights distribution for a calculated point . a ) Sample ranges of Num- ber of Probability ( % ) wave heights events ( m ) 100 % - Cum . Probability 1000 2010- 70.0- C 006 ...
... damping were observed there . 80.0 Table 1 . 75.04 Maximum wave heights distribution for a calculated point . a ) Sample ranges of Num- ber of Probability ( % ) wave heights events ( m ) 100 % - Cum . Probability 1000 2010- 70.0- C 006 ...
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