## 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 168

The set {fii, • • • , anA, b0, □ • • , b„B] contains the

estimated by the RLS algorithm at time ndt. yr(n + p), the p- step-ahead predicted

vessel response to the random sea waves, is generated by a predictor in Fig.

The set {fii, • • • , anA, b0, □ • • , b„B] contains the

**parameters**of the processestimated by the RLS algorithm at time ndt. yr(n + p), the p- step-ahead predicted

vessel response to the random sea waves, is generated by a predictor in Fig.

Page 12

Concerning the remaining

chosen. The upper tail of the ... 8 10" , to 7.0 10" i.e.

in more than a doubling of the exceedence probability. For the non-Gaussian ...

Concerning the remaining

**parameters**, the variability is more or less subjectivelychosen. The upper tail of the ... 8 10" , to 7.0 10" i.e.

**parameter**uncertainty resultsin more than a doubling of the exceedence probability. For the non-Gaussian ...

Page 14

environmental model. Table 5. Design point (Dp) and sensitivity factors (Sf) for

the 100-year event. (The sensitivity factors given in parenthesis correspond to the

...

**Parameters**introduced ae uncertain**parameters**. Table 2.**Parameters**of the Jointenvironmental model. Table 5. Design point (Dp) and sensitivity factors (Sf) for

the 100-year event. (The sensitivity factors given in parenthesis correspond to the

...

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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