## 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 159

FORMULATION OF THE RESPONSE MODEL where , s , the wave spreading parameter , is a

FORMULATION OF THE RESPONSE MODEL where , s , the wave spreading parameter , is a

**function**of the wave frequency , s = s ( f ) ; c ( s ) is a normalizing coefficient . A mooring design requires the calculation of the static load on the ...Page 160

tension variance transfer

tension variance transfer

**function**associated with the direction , w : The average spectral density in each frequency ... CALCULATION OF TENSION VARIANCE USING EMPIRICAL ORTHOGONAL**FUNCTIONS**The complex structure of the tension variance ...Page 161

E ancome ( 7 ) By assuming a particular form for the short - term probability density

E ancome ( 7 ) By assuming a particular form for the short - term probability density

**function**of the tension , the problem of determining the tension response is reduced to the estimation of the parameters which control the shape of ...### 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