Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 321
... defined crest front steepness . Therefore we first define the statistical parameters : a significant wave height of H , 10 m and peak period of T 13 s for a JONSWAP spectrum with peak enhancement factor y = 1. The model scale for our ...
... defined crest front steepness . Therefore we first define the statistical parameters : a significant wave height of H , 10 m and peak period of T 13 s for a JONSWAP spectrum with peak enhancement factor y = 1. The model scale for our ...
Page 621
... defined as U U * = fn , water · D n , ( 2 ) The mass ratio is defined as the total oscillating mass of the cylinder in VIV , including with all oscillating appendages and 1/3 of the spring mass , divided by the displaced fluid mass ma m ...
... defined as U U * = fn , water · D n , ( 2 ) The mass ratio is defined as the total oscillating mass of the cylinder in VIV , including with all oscillating appendages and 1/3 of the spring mass , divided by the displaced fluid mass ma m ...
Page 807
... defined by Eq . ( 24 ) . However , the influence of the time- varying force fluctuations are considered by replacing the PSD function GCD ( ) in Eq . ( 23 ) by the PSD function GEED ( ƒ ) that is defined by Eq . ( 16 ) . The standard ...
... defined by Eq . ( 24 ) . However , the influence of the time- varying force fluctuations are considered by replacing the PSD function GCD ( ) in Eq . ( 23 ) by the PSD function GEED ( ƒ ) that is defined by Eq . ( 16 ) . The standard ...
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