Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 213
... height and the wave length on wave transmission and reflection , we take the thin plate case for detailed calculation as an example . Although a singularity may exist at the tip of the plate , it can be regard to be so weak that its ...
... height and the wave length on wave transmission and reflection , we take the thin plate case for detailed calculation as an example . Although a singularity may exist at the tip of the plate , it can be regard to be so weak that its ...
Page 216
... height H - max [ m ] Test no . Standard deviation σ [ m ] Maximum crest height Ac - max [ m ] No. of zero - cr . waves 50 0.0123 0.0539 0.0809 1210 54 0.0224 0.106 0.174 1133 57 0.0245 0.0991 0.162 850 60 0.0487 0.240 0.395 791 64 ...
... height H - max [ m ] Test no . Standard deviation σ [ m ] Maximum crest height Ac - max [ m ] No. of zero - cr . waves 50 0.0123 0.0539 0.0809 1210 54 0.0224 0.106 0.174 1133 57 0.0245 0.0991 0.162 850 60 0.0487 0.240 0.395 791 64 ...
Page 220
... height ( wave height ) and is the standard deviation of the time series . ( For wave heights : read as 2 times . the standard deviation . ) spectrum , where Hmo = the significant wave height and Lp is the wave length corresponding to ...
... height ( wave height ) and is the standard deviation of the time series . ( For wave heights : read as 2 times . the standard deviation . ) spectrum , where Hmo = the significant wave height and Lp is the wave length corresponding to ...
Contents
A Study on the Stability Criteria of Semisubmersibles | 4 |
Sharan and Praveen Kalra | 6 |
CASE HISTORIES | 7 |
Copyright | |
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added mass amplitude analysis approximately average boundary condition boundary layer cable calculated circular cylinder components computed crest damping coefficient damping ratio density diffraction dimensionless displacement drag coefficient dynamic effects Ekofisk estimates experimental Figure first-order floating fluid force coefficients free surface frequency domain Green function heave horizontal hydrodynamic hydrodynamic forces incident wave inline force integral equation irregular lift force linear loads low frequency low-frequency surge maximum mean drift forces measured method mooring motion natural frequency nonlinear obtained Offshore Technology open boundary oscillation oscillatory flow parameters phase velocity platform predicted pressure random wave ratio regular waves Reynolds number Sarpkaya second order second-order wave shown simulation solitary waves solution spectral spectrum standard deviation surge response tank tanker tests transfer function transverse values velocity potential vertical vortex vortices wave damping wave drift damping wave elevation wave forces wave height wave-current