## 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 7

1 } 16.81 This can also be calculated a Ꮪ Ꭹ R = B ) / A . The confidence

1 } 16.81 This can also be calculated a Ꮪ Ꭹ R = B ) / A . The confidence

**interval**at the 5 % limit is calculated by ( 19 ) and ( 21 ) as ( Xc 99 Q = -0.52 x 59-0.294 X 16.81 10. 27 + 0 . 1 / ( 1 + 0.05 * 16.81 ) ] = -0.620 Rs * 10-0 .Page 13

It is important to note that the rate of decrease of the separation angle in the

It is important to note that the rate of decrease of the separation angle in the

**interval**0.50 < t / T < 0.75 is noticeably milder than that in the**interval**0.25 < t / T > 0.50 . 180 150 120 ... 90 60 SEPARATION ANGLE *** -30 -60 ...Page 13

It is important to note that the rate of decrease of the separation angle in the

It is important to note that the rate of decrease of the separation angle in the

**interval**0.50 < t / T < 0.75 is noticeably milder than that in the**interval**0.25 < t / T > 0.50 . 180 150 120 : 90 60 SEPARATION ANGLE 30 0 -30 sobretot ...### 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