## 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 211

Eqs . ( 24 ) and ( 25 ) dz ) = 8 are the connection conditions for the outer solutions of the transmitted and reflected

Eqs . ( 24 ) and ( 25 ) dz ) = 8 are the connection conditions for the outer solutions of the transmitted and reflected

**sides**. If we assume that the inner solutions can be expressed as - + 2k Frro.t ) + ( 1.3 , t ) D( 13 ) = + 24 foco ...Page 485

Therefore , the lee

Therefore , the lee

**side**body has less response than the upwave one . With the increase of the stiffness k , the connection between the two bodies becomes stronger . Such strong connection will counteract the sheltering effect from the ...Page 233

7 Component Reliability : Dominant failure path PE As for demand , the

7 Component Reliability : Dominant failure path PE As for demand , the

**side**force in the design irregular wave is applied . The**side**force RAOs ( Response Amplitude Operators ) in beam seas at zero speed , which is the worst load ...### What people are saying - Write a review

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces