## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Offshore structures |

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Page 74

)al (8) where f s = f m k » fati i* the

mean value of the

calculation of Eq. 6* the wave force fB is the total wave force on cylinder.

)al (8) where f s = f m k » fati i* the

**maximum**value of resultant force- whioh is themean value of the

**maximum**value of resultant force in wave series. During thecalculation of Eq. 6* the wave force fB is the total wave force on cylinder.

Page 75

3 through 5 that lift force coefficient varies with KC number* and the

value of CL appears when KC approaches twenty. The relationship of Cl or with

KC number are better than the relationship between Cn/o and KC* because the

lift ...

3 through 5 that lift force coefficient varies with KC number* and the

**maximum**value of CL appears when KC approaches twenty. The relationship of Cl or with

KC number are better than the relationship between Cn/o and KC* because the

lift ...

Page 163

The

record and all wave components to give the desired

elevation above the still water level in each record. Wave pressure records are

computed ...

The

**maximum**wave elevation in the wave record is used to scale the wholerecord and all wave components to give the desired

**maximum**wave crestelevation above the still water level in each record. Wave pressure records are

computed ...

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added mass amplitude analysis array calculated circular cylinder component crest damping coefficient direction displacement distribution domain drag coefficient drag force drillship dynamic effect element equation estimated flexible riser floating flow fluid force coefficients forces acting foroe forward speed free surface heave horizontal hydrodynamic hydrodynamic forces incident wave integral irregular Kc number lift force linear load low-frequency low-frequency oscillation matrix maximum measured method mooring line motion nonlinear obtained Offshore Mechanics Offshore Structures Offshore Technology Conference oscillation oscillatory parameters pile plate prediction pressure problem ratio Rayleigh distribution regular waves response Reynolds number Sarpkaya seastates second-order semisubmersible ship shown in Figure simulation solution spectra spectrum surge tension transfer function transverse vector velocity potential vertical viscous vortex vortex shedding vortices water depth wave amplitude wave excitation wave force wave frequency wave height wave number wave period wave power