## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 126

However , the theoretical predictions were much lower than the experimental

values in

can be represented by Fourier - Stieltjes spectral integrals ( 4 , 17 ) provided that

the ...

However , the theoretical predictions were much lower than the experimental

values in

**random**waves . In general , physical quantities of a**random**wave fieldcan be represented by Fourier - Stieltjes spectral integrals ( 4 , 17 ) provided that

the ...

Page 165

The method is applicable to stationary as well as nonstationary stochastic vector

processes provided the

derivative process at time t can be mapped jointly into a set of independent ...

The method is applicable to stationary as well as nonstationary stochastic vector

processes provided the

**random**variables describing the process and the time -derivative process at time t can be mapped jointly into a set of independent ...

Page 166

where Z = ( 2 , .... , Zn ) is a vector of

probability density function ( pdf ) of Z , G ( z ) is the failure - function surface in

the ...

**random**variables , then the problem is to calculate P , = fz ( z ) dz ( 1 ) G ( z ) < 0where Z = ( 2 , .... , Zn ) is a vector of

**random**variables , fz ( z ) is the jointprobability density function ( pdf ) of Z , G ( z ) is the failure - function surface in

the ...

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### Contents

CONTENTS | 131 |

High Frequency Hydrodynamic Damping of a TLP | 147 |

A Comparison of Results | 153 |

Copyright | |

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### Common terms and phrases

acceleration added amplitude analysis angle applied approach approximately assumed body boundary cable calculated coefficients compared components computed considered constant coordinate corresponding cylinder damping depth determined developed diffraction direction displacement distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force free surface frequency function given height hydrodynamic included increase integral length lift force linear load mass maximum mean measured Mechanics method mode mooring motion natural nonlinear obtained Offshore operation oscillation period phase pile platform position potential predicted present pressure problem production range ratio relative represents respectively response second-order separation ship shown shows simulation solution stiffness structure surface surge Table Technology tension tests theory values velocity vertical vessel wave