## 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 348

Examples of these data sets are given in

has been partly censored , for ... The degree of completeness of these data sets

is shown by

Examples of these data sets are given in

**Tables**1 and 2 where the informationhas been partly censored , for ... The degree of completeness of these data sets

is shown by

**Table**4 which illustrates only too vividly the problems which have ...Page 352

Dates and Years of Operation Cause of Failure Commissioning Dates I II III IV V

VI VII VIII Years of Operation 1974-1975 A * B * 1976-1977 A * B * 1978-1979 A *

B ...

**TABLE**6**TABLE**9 Failure Frequency and Rate Varying with CommissioningDates and Years of Operation Cause of Failure Commissioning Dates I II III IV V

VI VII VIII Years of Operation 1974-1975 A * B * 1976-1977 A * B * 1978-1979 A *

B ...

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Modelling Uncertainty of Strength Modelling Error no failed Bpath Bs , u Bs , 1 no

failed Bpath Bs , u $ s , 1 Component mean bias ( XM ) COV of bias ( VxM ...

**Table**2 All Potential Failure Modes of Plane Truss Model**Table**6 Mean Bias andModelling Uncertainty of Strength Modelling Error no failed Bpath Bs , u Bs , 1 no

failed Bpath Bs , u $ s , 1 Component mean bias ( XM ) COV of bias ( VxM ...

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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