## 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 557

where k = 0 , P is a point not on r ( u ) , and the tangents of r ( u ) do not pass

through P and n is the

xrul where k is a unit vector

u ) ...

where k = 0 , P is a point not on r ( u ) , and the tangents of r ( u ) do not pass

through P and n is the

**normal**of the curve on its defining plane given by kr ( 5 ) Ikxrul where k is a unit vector

**normal**to the plane of the curve . The plane curve r (u ) ...

Page 148

... depth ( MPa ) 0.0036 0.0015

( MPa / m ) 0.0031 0.0001

MPa ) -0.0248 0.0057

m ) ...

... depth ( MPa ) 0.0036 0.0015

**Normal**-0.0039 0.0014 INCSUA BW / Z in layer 2( MPa / m ) 0.0031 0.0001

**Normal**0.0031 0.0013 SUATOP dvd at top layer 4 (MPa ) -0.0248 0.0057

**Normal**-0.0340 0.1367 INCSUA Bud / Z in layer 4 ( MPa /m ) ...

Page 211

... 29

1161 1195 34 34

Strength Exponent ( b ) -0.08409 Fatigue Strength Exponent ( b ) Dit Dtt 41.1 34.5

5.2 Toe ...

... 29

**Normal Normal**Fatigue Strength Coefficient Fatigue Strength Coefficient1161 1195 34 34

**Normal Normal**( Of , MPa ) ( 0 , MPa ) -0.08520 FatigueStrength Exponent ( b ) -0.08409 Fatigue Strength Exponent ( b ) Dit Dtt 41.1 34.5

5.2 Toe ...

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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 | |

45 other sections not shown

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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