## 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 43

A Fourier transform of the

A Fourier transform of the

**lift force**coefficient ( Fig . 6 ) shows that vortex shedding occurs predominantly at a frequency of f 0.2 , i.e. at the Strouhal frequency So. We are assuming that the frequency components of the**lift force**...Page 59

We found that the relationship between grouping effect coefficients of

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 60

In case of two piles in tandem array , the statistical distribution and spectral characteristics as well of inline ,

In case of two piles in tandem array , the statistical distribution and spectral characteristics as well of inline ,

**lift**and resultant**force**on pile group are similar to that for single cylinder for waves combined with either opposing ...### 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