## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |

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Page 113

The axial tension of the pipeline and the radius of curvature ( R2 ) are

The axial tension of the pipeline and the radius of curvature ( R2 ) are

**determined**so as not to fail by tension and flexural force . - The radius of curvature of the pipeline ( R3 ) is**determined**so as not to fail ...Page 142

STRESS ANALYSIS K. ( 1 ) 11 S where An analytical approach to

STRESS ANALYSIS K. ( 1 ) 11 S where An analytical approach to

**determine**the distribution of local stress in a ... The distribution of load on the teeth is**determined**by an analogy of this system with electrical network . an Once the ...Page 265

From the Rayleigh peak distribution and peak probability , the expected extreme value

From the Rayleigh peak distribution and peak probability , the expected extreme value

**determined**. This is justified since peaks are shown to be normally distributed . was 361 can then be The expected maximum response E ( x )**determined**...### What people are saying - Write a review

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### Contents

FLOATING PRODUCTION SYSTEMS | 1 |

OFFSHORE MECHANICS | 23 |

Early Production Systems in the North | 31 |

Copyright | |

43 other sections not shown

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analysis anchor applied bending calculations column components Conference connected considerable considered construction cost curve damage depth determined direction displacement distribution drilling dynamic effect element energy Engineering equation equipment excitation fatigue field Figure fixed flexible floating flow forces frequency function geometry included increase inspection installation International joint length limit linear load lower mass matrix maximum mean measured Mechanics method mode model tests mooring mooring system motion natural obtained Offshore operating parameters performance period phase pile pipe pipeline platform position presented pressure production ratio response riser RPIT shear shown shows significant soil static stiffness strength stress structure surface Table technique Technology tension tool tower turbine unit vessel wave weight