## 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 255

o Wave Haight Length

o Wave Haight Length

**Ratio**- 1/50 + DTNSRDC Data o Wove Height Length**Ratio**- 1/50 + DTNSRDC Data 1.2 1.4 Fa - 1.200 Fn - 0.275 1.2 1.0 otros ta 1.0 0.6 Non Dimensional Pitch 0.5 8+ 0 0.4 0.2 0.2 + O + 0.0 1 2 3 5 7 2 Non Dimensional ...Page 478

The damping

The damping

**ratio**for the full scale TLP using Eq. (17) ranges from 0.0249% to 0.1708% for KC = 0.01 - 0.1. If a designer were to use theory (Eq. 5) to scale friction, and Huse's (1990) method for form drag, then the following values ...Page 86

1 00 0 80 o □ .2 0.60 0.20 0.40 0.60 0.80 1.00 Crack-depth/thickness

1 00 0 80 o □ .2 0.60 0.20 0.40 0.60 0.80 1.00 Crack-depth/thickness

**ratio**a/t Figure 10 Crack growth for different initial aspect**ratio**o,/c0. 7.00 "a- 6.00 H x v a 5.00 3 4.00 z a t 3 00 2.00 H 1 00 2D-Crack propagation model Initial ...### 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