## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |

### From inside the book

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Page 53

4.6 Mudline

4.6 Mudline

**Forces**The relation between wave amplitude and horizontal**force**amplitude is expressed by the transfer function HQ ( w ) . The relation between wave amplitude and moment amplitude is similarly expressed by the transfer ...Page 73

{ } + [ K ] { - x } = { F } ( 24 ) where X is a displacement , F is a exciting

{ } + [ K ] { - x } = { F } ( 24 ) where X is a displacement , F is a exciting

**force**, M is a mass matrix including added mass , D is a damping matrix and K is a restoring**force**matrix . This equation is represented in the form of ...Page 174

Ore ) 1 m The total

Ore ) 1 m The total

**force**vector after the next load increment is then given by ... by the yield stress and the imposed displacements from global frame action , because the element**forces**have to move along the yield surface .### What people are saying - Write a review

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### Contents

Occurrence of Extreme Waves With Respect to Significant Wave Height | 1 |

Spectral Modelling of Sea States With Multiple Wave Systems | 13 |

Statistical and Physical Models of Nonlinear Random Waves | 23 |

Copyright | |

43 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach approximation assumed bending calculated coefficient component computed condition considered correlation corresponding costs crack damage defects defined density depends described determined developed deviation direction distribution dominated effect element Engineering equation estimated evaluation event example expected expressed factors failure fatigue Figure force frequency function given important increase initial inspection integral joints length limit linear load maintenance material matrix maximum mean measured method normal observed obtained offshore structures parameters peak performed period plate platform possible presented probabilistic probability problem procedure random variables range reliability repair Report represented respectively response safety sample ship shown shows significant simulation spectra standard statistical stochastic storm strength stress structural surface Table tendon term tion uncertainty variables variation vector wave height yield