## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 109

Implementing the Volterra series method , the solution of

Implementing the Volterra series method , the solution of

**equation**( 19 ) is written in the following form Σ 2u n = 1 Ln fo ( $ 1 , t ) El con ( z ) { 2Q1 ( x , z ) U ( z ) 0 ( X , Z , t ) + az ( x , z ) [ 02 ( X , Z , t ) - < Û2 ( x ...Page 110

Since the differential operator in

Since the differential operator in

**equation**( 26 ) is linear , the displacement response of the system is given by the**equation**The displacement response transfer function vectors are obtained by expressing the steady - state ...Page 111

-2.92 + 5 h ( 9 ) hp ( 22 ) Ryn ( 21-22 ) dt , dız 55 Substituting

-2.92 + 5 h ( 9 ) hp ( 22 ) Ryn ( 21-22 ) dt , dız 55 Substituting

**equation**( 39 ) into**equation**( 54 ) leads to + SS55 h ( 11,12 ) h ( 13 , ta ) [ Rnn ( 71-72 ) Rnn ( T3 - ta ) Skr ( w ) = 1 * ( w ) S ( w ) H " ( w ) ( 55 ) where Si ...### What people are saying - Write a review

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### Contents

Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |

OFFSHORE TECHNOLOGY PART | 33 |

Extreme Forces on Large AxiSymmetric Offshore Structures in Directional Seas | 49 |

Copyright | |

15 other sections not shown

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### Common terms and phrases

analysis applied approach approximately assessment assumed average basic calculated coefficient component computed considered constant corresponding cost crack growth curve cycles damage defect density depends depth derived described determined developed deviation distribution drag effects Engineering equation equivalent estimated evaluated example expected extreme factor failure failure probability fatigue Figure force fracture frequency function geometry given important included increase indicated initial inspection integration joints limit linear load Lognormal material maximum mean measured mechanics method normal obtained offshore structures operation parameters performed period platform predicted present pressure probabilistic probability procedure random variable range ratio reference relative reliability represent requirements respectively response risk safety sensitivity shown shows significant simulation standard statistical storm strength stress structure surface Table tension tether tubular uncertainty variables variation wave wave height weld