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 34
... values obtained from eqns . ( 30 ) and ( 31 ) will be made in the next section . RESULTS We have calculated results for four different values of KC : 1.02 , 1.4 , 2.4 , and 4.8 . These values represent the least values for which ...
... values obtained from eqns . ( 30 ) and ( 31 ) will be made in the next section . RESULTS We have calculated results for four different values of KC : 1.02 , 1.4 , 2.4 , and 4.8 . These values represent the least values for which ...
Page 35
... values of the values of the various force coefficient presented to represent the calculation procedure . The maximum values of the force coefficients agree remarkably well with the experimental values of Sarpkaya ( 1986 ) . The ...
... values of the values of the various force coefficient presented to represent the calculation procedure . The maximum values of the force coefficients agree remarkably well with the experimental values of Sarpkaya ( 1986 ) . The ...
Page 100
... value ; if ( KC ) p > 20 , the error of calculation produced by transfer function method is unacceptable . This is be- cause the drag force will considerably increase with the increment of KC number . The Comparison of the Calculated Values ...
... value ; if ( KC ) p > 20 , the error of calculation produced by transfer function method is unacceptable . This is be- cause the drag force will considerably increase with the increment of KC number . The Comparison of the Calculated Values ...
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