## 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

Then to find the mean values in time history. which are expressed as Faa/F and B

. The ratio of the simultaneous resultant

wave period Fa/F^** and the angle between this resultant

Then to find the mean values in time history. which are expressed as Faa/F and B

. The ratio of the simultaneous resultant

**foroe**to the maximum inline force in onewave period Fa/F^** and the angle between this resultant

**foroe**and wave ...Page 93

ABSTRACT The total transverse forces on each of too piles In the side-by-side

arrangement and the tandem arrangement are experimentally Investigated in

irregular waves and the total in-line wave

ABSTRACT The total transverse forces on each of too piles In the side-by-side

arrangement and the tandem arrangement are experimentally Investigated in

irregular waves and the total in-line wave

**foroes**are measured simultaneously.Page 95

2) and the frequency of the

the statistical analyses of the peak (or trough) values of transverse

conducted by using different filter thresholds, diffrent statistical parameters will be

...

2) and the frequency of the

**foroe**is much higher than the wave frequency. Whenthe statistical analyses of the peak (or trough) values of transverse

**foroes**areconducted by using different filter thresholds, diffrent statistical parameters will be

...

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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