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

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Page 38

yX 1 ух However , if

yX 1 ух However , if

**Equation**( 7 ) applies , then there is an co number of solutions for the coefficients c ' . where t is a discrete storm index and & q es random errors that are independent for different t . yxi foy ! m • • • A ...Page 100

**equation**( 5 ) with the equivalent linear form Ö + aleg 0 + a zeq Roll Displacement Data = d M ( t ) ( 25 ) 20 15 10 and minimising the difference between**equations**( 5 ) and ( 25 ) , in a least square sense . aieq may be used in place ...Page 102

This may be rewritten as b 4 L ( E ) V2 E V ( 49 ) E T ( ) J F ( 2 ( E - V ) do O Recognising that T ( E ) = 472 A ( E ) , where A ( E ) is defined by

This may be rewritten as b 4 L ( E ) V2 E V ( 49 ) E T ( ) J F ( 2 ( E - V ) do O Recognising that T ( E ) = 472 A ( E ) , where A ( E ) is defined by

**equation**( 13 ) , a comparison of**equations**( 11 ) and ( 49 ) reveals that L ( E ) ...### 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 | |

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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