## 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

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Page 225

19 Taevaktko " dr = { *** / ***** ( r ) evarthole dr ( 43 ) Since the authors must

calculate the wave force on a pair of

method is employed for calculations hereafter in this report . This integral can be

...

19 Taevaktko " dr = { *** / ***** ( r ) evarthole dr ( 43 ) Since the authors must

calculate the wave force on a pair of

**circular**cylinders , the Laguerre integrationmethod is employed for calculations hereafter in this report . This integral can be

...

Page 410

1964 The transition to turbulence in the wake of a

19. 290 . BRAZA , M. 1981 Etude numérique du decollement instationnaire

externe par une formulation vitesse -pression ; Application à l'écoulement autour

...

1964 The transition to turbulence in the wake of a

**circular**cylinder , J.Fluid Mech .19. 290 . BRAZA , M. 1981 Etude numérique du decollement instationnaire

externe par une formulation vitesse -pression ; Application à l'écoulement autour

...

Page 765

( 20 ) represent an

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

( 20 ) 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 beexpressed as IMAGE 2 FIG.5 THE OPTICAL ARRANGEMENT FOR A ...

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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