## 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 20

The total drag

The total drag

**force**acting on the TLP configuration given in Table 1 can be written as : 1.com ( 20 ) 1 PC že CDA A ... Cos ( B ) ? wind ( 11 ) The surge response spectrum due to dynamic wind**forces**can be calculated as , where Fs wind ...Page 59

We found that the relationship between grouping effect coefficients of lift

We found that the relationship between grouping effect coefficients of lift

**force**for both front and back pile , KCp and S / D are not so good , but the lift**force**coefficients ( CL ) 1/3 with KCP and S / D for both front and back pile ...Page 220

velocity vectors , P , M , are the total external

velocity vectors , P , M , are the total external

**force**in the g - system and external moment about the origin of the b - system , respectively , [ M ) , ( I ) are body mass and inertia matrices , and ( B ) is the transformation matrix ...### 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 | |

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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