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 58
... Table 1 , and there were 48 combinations to be tested . For each combination , the test was repeated 3 times , and there were 144 runs in total . For each run , the measurement began at the moment when the crest of the first stable wave ...
... Table 1 , and there were 48 combinations to be tested . For each combination , the test was repeated 3 times , and there were 144 runs in total . For each run , the measurement began at the moment when the crest of the first stable wave ...
Page 156
... Table 1 Particulars of tanker vessel 13.4 m 55.8 m 55.8 m Table 2 Statistics of measured response Maximum 7.850 m Maximum 10.808 m Minimum -6.270 m Minimum -9.435 m Sample size , number of data points 28,000 Sample size , number of data ...
... Table 1 Particulars of tanker vessel 13.4 m 55.8 m 55.8 m Table 2 Statistics of measured response Maximum 7.850 m Maximum 10.808 m Minimum -6.270 m Minimum -9.435 m Sample size , number of data points 28,000 Sample size , number of data ...
Page 244
... ( Table 4 ) of the tidal constituents listed in table 5 are less than 0.37 cm . For the barometric constituents this is 0.44 cm . We computed 119 phase locked tidal constituents of which only 30 have a value in excess of 0.5 mm . For ...
... ( Table 4 ) of the tidal constituents listed in table 5 are less than 0.37 cm . For the barometric constituents this is 0.44 cm . We computed 119 phase locked tidal constituents of which only 30 have a value in excess of 0.5 mm . For ...
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