## 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

As seen in the table , failure

**modes**are found in decreasing order of failure probability , and even in this simple structure we see there are ... 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

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 large when Tbl / Tc > 4 . Thus , if the duration of the impact load Tc is known ...Page 697

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

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 with only ...### What people are saying - Write a review

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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