## 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 368

2 [ Melchlers and Tang 1984 ] has six members as components and component

failure is

The same strength for compression and tension is

2 [ Melchlers and Tang 1984 ] has six members as components and component

failure is

**assumed**when the axial stress in a member reaches the yield stress .The same strength for compression and tension is

**assumed**. Table 2 shows all ...Page 369

Component failure is

loads and bending moments . Hence , the effects of shear action are ignored (

Model Code 1984 ) . The reliability analysis results may differ depending on the ...

Component failure is

**assumed**to occur under the combined actions of axialloads and bending moments . Hence , the effects of shear action are ignored (

Model Code 1984 ) . The reliability analysis results may differ depending on the ...

Page 473

30 It is

equations ( 27 ) and ( 28 ) lead to the ... Invoking the By B2 earlier

concerning upcrossings and maxima , 2 5 9 10 it is found that Time ( hours ) ۷۰ ( ۲

) ...

30 It is

**assumed**that B j t < t occurs at time t and j 0.0363 j ju , 20 Combiningequations ( 27 ) and ( 28 ) lead to the ... Invoking the By B2 earlier

**assumption**concerning upcrossings and maxima , 2 5 9 10 it is found that Time ( hours ) ۷۰ ( ۲

) ...

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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