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

### From inside the book

Results 1-3 of 68

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

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 ) Ik xrul where k is a unit vector**normal**to the plane of the curve .Page 558

LN - M 2FM - EN - GL K = H = ( 13 ) EG - F2 ' 2 ( EG - F2 ) At each point on a nonsingular parametric surface r ( u , v ) , where a unit

LN - M 2FM - EN - GL K = H = ( 13 ) EG - F2 ' 2 ( EG - F2 ) At each point on a nonsingular parametric surface r ( u , v ) , where a unit

**normal**exists , the section of the surface by a plane containing the**normal**is called a**normal**...Page 211

... 29 29

... 29 29

**Normal Normal**Fatigue Strength Coefficient Fatigue Strength Coefficient 1161 1195 34 34**Normal Normal**( Of , MPa ) ( 0 , MPa ) -0.08520 Fatigue Strength Exponent ( b ) -0.08409 Fatigue Strength Exponent ( b ) Dit Dtt 41.1 34.5 ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

HYDRODYNAMIC FORCES | 47 |

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

K S Varyani | 79 |

Copyright | |

45 other sections not shown

### Other editions - View all

### 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