## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |

### From inside the book

Results 1-3 of 17

Page 555

distance between two points first fundamental form coefficient first fundamental

form coefficient first fundamental form coefficient mean

intensity incident light intensity from a point light source Abstract The creation and

...

distance between two points first fundamental form coefficient first fundamental

form coefficient first fundamental form coefficient mean

**curvature**reflected lightintensity incident light intensity from a point light source Abstract The creation and

...

Page 559

every point points along a principal

at a given point are those directions for which the normal

minimum ...

**Curvature**Lines A line of**curvature**is a curve on a surface whose tangent atevery point points along a principal

**curvature**direction . The principal directionsat a given point are those directions for which the normal

**curvature**takes onminimum ...

Page 562

Lines of

surface . ... At each selected interval , a segment is drawn from the point on the

curve along the normal and at a magnitude equal to the magnitude of the

Lines of

**curvature**are also available and illustrate a particular property of thesurface . ... At each selected interval , a segment is drawn from the point on the

curve along the normal and at a magnitude equal to the magnitude of the

**curvature**.### What people are saying - Write a review

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### Contents

Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |

RISERSMOORINGSCABLES | 345 |

HYDRODYNAMIC FORCES | 347 |

Copyright | |

13 other sections not shown

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### Common terms and phrases

alternative amplitude analysis applied approach array axial barge bending brace buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damage damping defined deflection determined developed direction displacement distribution drag dynamic effects elements Engineering environmental equation estimated extreme factor fatigue Figure flexible riser flow force frequency function given height important increase indicate installation length linear load marine mass matrix maximum mean measured method mode mooring motion natural nonlinear normal obtained offshore operation parameters performed period phase pile platform position predicted present problem production relative represent respectively response riser rotating selection shown shows simulation soil solution static stiffness storage strain stress structure surface Table tension tests values vertical vessel water depth wave wind