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

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Page 171

THE RESULTS OF EXPERIMENTS AND NUMERICAL

convenience of analyzing and ... ( in this paper k , = 0.001-0.01m / s ) beneath the

rubble - mound exerts slight effect on the uplift force (

THE RESULTS OF EXPERIMENTS AND NUMERICAL

**CALCULATIONS**For theconvenience of analyzing and ... ( in this paper k , = 0.001-0.01m / s ) beneath the

rubble - mound exerts slight effect on the uplift force (

**calculated**by NDF1 ) .Page 695

AN IMPLICIT

SPECTRUM IV w ) ) vector LU ) ; a The essence of the ... The vector ( V ( w ) ] ji is

function of only the frequency and need not be

AN IMPLICIT

**CALCULATION**PROCEDURE FOR A MEMBER STRESSSPECTRUM IV w ) ) vector LU ) ; a The essence of the ... The vector ( V ( w ) ] ji is

function of only the frequency and need not be

**calculated**for all wave directions .Page 709

1500.0 compared with

split forces ) . A general conclusion from these tests is that the method yields ...

1500.0 compared with

**calculations**in figures 10 to 12 . The difficulty in the**calculation**of the response near the resonance frequency is shown in figure 10 (split forces ) . A general conclusion from these tests is that the method yields ...

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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