## 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 83

Page 128

1 , the ( 1,0 ) Padé approximant is Rn + 1 = R + STR * + 1 ( 18 ) 3 . Time domain

simulation - Padé approximants ( 7 ) The non - linear generalised

motion of order n can be transformed into a system of first order

order ...

1 , the ( 1,0 ) Padé approximant is Rn + 1 = R + STR * + 1 ( 18 ) 3 . Time domain

simulation - Padé approximants ( 7 ) The non - linear generalised

**equation**ofmotion of order n can be transformed into a system of first order

**equations**oforder ...

Page 141

12 10 a z 1 B B ' ( Not in scale ) The

chamber is idealized by a two dimensional model which has the same cross

sectional area and volume of the test model . At the air chamber , the air pressure

...

12 10 a z 1 B B ' ( Not in scale ) The

**equation**of motion can be written : The airchamber is idealized by a two dimensional model which has the same cross

sectional area and volume of the test model . At the air chamber , the air pressure

...

Page 154

The method introduced in the paper can be summarized as follows ; first , a

general solution satisfying a governing

conditions except one on the body surface is derived using both eigenfunction

and ...

The method introduced in the paper can be summarized as follows ; first , a

general solution satisfying a governing

**equation**and the associated boundaryconditions except one on the body surface is derived using both eigenfunction

and ...

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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