## 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

As seen in the table , failure

probability , and even in this simple structure we see there are lots of ... This is

one of the failure

.

As seen in the table , failure

**modes**are found in decreasing order of failureprobability , and even in this simple structure we see there are lots of ... This is

one of the failure

**modes**having the same correlation as the**mode**for path 4-7-82.

Page 649

case of M10-100 , the dynamic effect can not be neglected and it must be treated

as a dynamic problem . amplitude of the third

when Tbl / Tc > 4 . Thus , if the duration of the impact load Tc is known , the effect

...

case of M10-100 , the dynamic effect can not be neglected and it must be treated

as a dynamic problem . amplitude of the third

**mode**becomes significantly largewhen Tbl / Tc > 4 . Thus , if the duration of the impact load Tc is known , the effect

...

Page 697

The transfer function of the the bottom is calculated by using a ) improved modal

analysis with six

standard modal analysis with two

only one ...

The transfer function of the the bottom is calculated by using a ) improved modal

analysis with six

**modes**, b ) improved modal analysis with one**mode**, c )standard modal analysis with two

**modes**and d ) standard modal analysis withonly one ...

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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