## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 109

D ( 0 ) sin20 de ( 25 ) -TT

D ( 0 ) sin20 de ( 25 ) -TT

**represents**the cross - spectral density between quantities " i " and " j " ; Yi ( f )**represents**the complex Fourier transform of quantity " i " ; the ( * )**represents**the complex conjugate of the term to ...Page 377

... decision making , diagnosing , etc. the intermediate nodes

... decision making , diagnosing , etc. the intermediate nodes

**represent**the data clustering required to support the decision making supported by the evidences . The knowledge graph ( KG )**represents**the knowledge in a graphical form .Page 453

These interaction terms at the infinity in the down - wave direction

These interaction terms at the infinity in the down - wave direction

**represent**the outgoing waves , but some of the interaction terms at the infinity in the up - wave direction**represent**ingoing waves .### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |

The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |

Copyright | |

26 other sections not shown

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### Common terms and phrases

acceleration added amplitude analysis angle applied approach approximately assumed body boundary calculated coefficients compared Comparison components computed considered coordinate corresponding cylinder damping defined depth determined developed direction displacement distribution domain drag drift dynamic effects element Engineering equation estimate experimental experiments expressed field Figure floating flow fluid force frequency function given horizontal hydrodynamic incident included increase integral interaction joint length lift force linear loading mass mean measured method mode mooring motion nonlinear observed obtained Ocean Offshore oscillating parameters peak period pile platform potential predicted presented problem random range ratio relative represent Research respectively response ship shown shows significant simulation solution spectrum speed storm structure surface surge Table tests theory values velocity vertical wave wave height wind