## 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 81

Page 143

It

gf / cm 0 T = 1.2 sec Measured T = 1.2 sec Uplift Water Pressure 1.0 Computed (

A - 1 ) Computed ( C - 2 ) 8.0 O 2.0Computed ( Extended Air Chamber ) 6.0o U ...

It

**shows**that more water flows into the front slit as the slit width becames larger .gf / cm 0 T = 1.2 sec Measured T = 1.2 sec Uplift Water Pressure 1.0 Computed (

A - 1 ) Computed ( C - 2 ) 8.0 O 2.0Computed ( Extended Air Chamber ) 6.0o U ...

Page 157

Figure 5 is presented to

as a function of the value of D , / h , in which the ice cover is ... It also

variation of added mass coefficient against the structural parameter of D , / D2 .

Figure 5 is presented to

**show**the characteristics of the added mass coefficientsas a function of the value of D , / h , in which the ice cover is ... It also

**shows**thevariation of added mass coefficient against the structural parameter of D , / D2 .

Page 487

The Bessho's approximation ( black circles with flag )

agreement with the experimental results . Everybody may assume from the

comparisons of these results that the flow around a oscillating cylinder is of two

dimension ...

The Bessho's approximation ( black circles with flag )

**shows**also the goodagreement with the experimental results . Everybody may assume from the

comparisons of these results that the flow around a oscillating cylinder is of two

dimension ...

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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