## 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

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 295

Hence , while the hinge would be required to provide a substantial rotation , a flexible

Hence , while the hinge would be required to provide a substantial rotation , a flexible

**connection**may be preferable to a rigid**connection**, given the increase in forces resulting from the latter . CONCLUSIONS The absolute value of the ...Page 404

The four skirt piles are all vertical piles

The four skirt piles are all vertical piles

**connected**to the jacket legs with tubular braces . Based on a finite element analysis [ 1. ] of similar skirt pile sleeve**connections**, the pile sleeve**connection**was modelled in the global ...### 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