## 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 294

The response of the stationary structure to regular waves ( transfer functions ) is obtained through the solution of Eq . 10 for a

The response of the stationary structure to regular waves ( transfer functions ) is obtained through the solution of Eq . 10 for a

**range**of wave frequencies . The direct solution procedure ( as compared to modal superposition based on ...Page 327

This utility has prompted in situ investigations of under - ice acoustic propagation over a wide

This utility has prompted in situ investigations of under - ice acoustic propagation over a wide

**range**of frequencies . Several previous investigations focused on establishing attenuation rates for long**range**propagation , thereby ...Page 120

The stress

The stress

**range**process is a random process and each stress**range**cycle as well as the sum ( 40 ; ) " are hence random variables . By assuming a large number of stress cycles , the randomness of the sum can be neglected and replaced by ...### What people are saying - Write a review

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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