## 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 78

It can be proved ( Meirovitch , 1980 ) that [ D ] and [ E ] can be represented by the eigenvalues , Px , and eigenvectors , y , of the system matrix which are determined by the homogeneous

It can be proved ( Meirovitch , 1980 ) that [ D ] and [ E ] can be represented by the eigenvalues , Px , and eigenvectors , y , of the system matrix which are determined by the homogeneous

**equation**B ( PK ) || Y = 0 ( 5 ) Since [ M ] ...Page 144

a more

a more

**Equations**( 6a ) to ( 76 ) can be expressed in convenient polynomial form For K < 4.5 15 ( 8a ) To verify the efficacy of the**equation**, a comparison was made between results published by Broadbent and Fessler ( 14 ) of a ...Page 308

Pad Using this definition of the complex modal matrix ,

Pad Using this definition of the complex modal matrix ,

**equations**( 18 ) can be written compactly as à ( k - 1 ) = t ; ( k + 1 ) = tf ( ) - ARIJ Ez ( K ) , r1 ( k - 1 ) r ( k - 1 ) r ...**Equation**( 20 ) will be solved in the following .### What people are saying - Write a review

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### Contents

FLOATING PRODUCTION SYSTEMS | 1 |

Early Production Systems in the North | 31 |

Dynamic Motions and Mooring Line Dynamics of the Veslefrikk Floating Production System | 49 |

Copyright | |

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analysis angle applied assumed axial bending cable calculated coefficient components Conference connection considered cost curve depth determined developed diameter direction displacement distribution drag dynamic effect element energy Engineering equation equipment estimated extreme factor fatigue field Figure flow force frequency function given important included increase installation International length limit linear load lower marine mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performed period pile pipe platform position predicted presented pressure problem production range ratio response riser rope shear shown shows significant soil solution static stiffness strength stress structure surface Table Technology tension tower vane vertical vessel wave weight wire