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 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 | |
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