## 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 161

Using the optimum solution for the overall system

can estimate the external wave force ... 2, the wave-force

and Tj(j,k) are related to the overall system

Using the optimum solution for the overall system

**transfer function**H(n), now onecan estimate the external wave force ... 2, the wave-force

**transfer functions**Ti(n)and Tj(j,k) are related to the overall system

**transfer functions**Hi(n) and Hj(j,k) as ...Page 235

This discrete-time model is only valid below the Nyquist frequency: ox, = Q) ....(24

) 2 A discrete-time model corresponding to the original system was derived by

first converting the continuous-time

...

This discrete-time model is only valid below the Nyquist frequency: ox, = Q) ....(24

) 2 A discrete-time model corresponding to the original system was derived by

first converting the continuous-time

**transfer function**to the state-space form, then...

Page 110

Derivation of Linear and Quadratic

, all numerical computations ... Thus, for the Volterra series in equations (30) and

(33), only the

Derivation of Linear and Quadratic

**Transfer Function**Vectors As noted previously, all numerical computations ... Thus, for the Volterra series in equations (30) and

(33), only the

**transfer functions**and not the kernels themselves need to be ...### What people are saying - Write a review

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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