## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 67

The failure probability of a tether system with k

calculated by example , we assume that the bending stress at the tether midpoint

is 70 % of the total stress . The varying scale parameter can thus be expressed as

Pfx = 1 ...

The failure probability of a tether system with k

**components**can thus becalculated by example , we assume that the bending stress at the tether midpoint

is 70 % of the total stress . The varying scale parameter can thus be expressed as

Pfx = 1 ...

Page 162

will have both longer and shorter period secondary

individual wave

considerable time ( many wave cycles ) would cause the effect of these

will have both longer and shorter period secondary

**components**than the originalindividual wave

**components**. Averaging measured pressures over aconsiderable time ( many wave cycles ) would cause the effect of these

**components**on the ...Page 163

All bands contain approximately the same amount of wave energy . The period of

the wave

band . A summing procedure over all wave

All bands contain approximately the same amount of wave energy . The period of

the wave

**components**are chosen at random within the corresponding frequencyband . A summing procedure over all wave

**components**gives the wave record ...### What people are saying - Write a review

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### Contents

Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

Copyright | |

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### Common terms and phrases

acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind