## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 8, Part 2American Society of Mechanical Engineers, 1989 - Arctic regions |

### From inside the book

Results 1-3 of 78

Page 8

The drag force vector may be

18 is the four ier expansion of n ( x ) in the region of 0 to 21 , then An and B are

the Fourier coefficients of n ( x ) , i.e. where n = 0,1,2 , ... An = sn ( x ) • cosnx • dx

Be ...

The drag force vector may be

**expressed**by Fo = PC , D ū ( t ) | Ū ( t ) IL ( 8 ) Eq .18 is the four ier expansion of n ( x ) in the region of 0 to 21 , then An and B are

the Fourier coefficients of n ( x ) , i.e. where n = 0,1,2 , ... An = sn ( x ) • cosnx • dx

Be ...

Page 365

In the incremental load method the utilisation ratio generally represents the

relationship between component strength and load increments , and may be

such as ...

In the incremental load method the utilisation ratio generally represents the

relationship between component strength and load increments , and may be

**expressed**as a stress in some cases or even as a more complex**expression**,such as ...

Page 765

... represent an circular cylinder whose radius is the same as that of the object

circular cylinder and D = D ' . Speckle displacement on the image surface can be

...

... represent an circular cylinder whose radius is the same as that of the object

circular cylinder and D = D ' . Speckle displacement on the image surface can be

**expressed**as IMAGE 2 FIG.5 THE OPTICAL ARRANGEMENT FOR A CIRCULAR...

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### Contents

HYDRODYNAMIC FORCES | 1 |

WaveCurrent Force on Horizontal Cylinder | 7 |

DoubleFactor Method for the Linearization of Drag Force | 39 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

added mass amplitude analysis applied approach approximately assumed body boundary calculated circular compared components computed considered correlation corresponding cylinder damping defined depends depth described determined direction distribution drag coefficient drift force effect elements Engineering equation estimate experimental experiments expressed extreme factor failure Figure flow fluid free surface frequency function given horizontal hydrodynamic important in-line included increase indicate integral length lift lift force linear load maximum mean measured Mechanics method mode motion nonlinear normal obtained Offshore oscillation parameters period pipeline potential predicted present pressure probability problem random range ratio reference relative reliability represented respectively response second order separation shear ship shown shows simulation solution structure surface Table term tests theory transverse uncertainty variables varying velocity vertical vortex wave force wave height