## 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 58

where F is the wave - current force on single

where F is the wave - current force on single

**pile**and Fo is the wave - current force acting on one**pile**in**pile**group . As to consider the stability of data , the significant value of wave force were taken in time domain analysis ...Page 59

We found that the relationship between grouping effect coefficients of lift force for both front and back

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 276

formula is useful for estimating the hydrodynamic forces in various conditions of double -

formula is useful for estimating the hydrodynamic forces in various conditions of double -

**piles**. Fig . ... 1 - group consists of A- , B- , C - model which have the inner**pile**with a diameter of 90 mm and different overlapping lengths ...### 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