## 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 61

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

B.

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

B.

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

Bi ...

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

Bi ...

Page 77

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 ...

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### Contents

HYDRODYNAMIC FORCES | 47 |

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

K S Varyani | 79 |

Copyright | |

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### Common terms and phrases

acting added mass amplitude analysis angle applied array assumed body boundary calculated circular coefficient compared component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element 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 ship shown shown in Figure simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind