## 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 , yd , [ Yud 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 , yd , [ Yud of the system matrix which are determined by the homogeneous

**equation**B ( PK ) || YJ = 0 ( 5 ) Since ...Page 144

can be expressed in

can be expressed in

**Equations**( 6a ) to ( 75 ) convenient polynomial form a more For K < 4.5 = KS , 0.2781 +0.093 -0.0116 To verify the efficacy of the**equation**, a comparison was made between results published by Broadbent and Fessler ...Page 308

... vector ti is obtained from the following stochastic approximation recursion which is similar to

... vector ti is obtained from the following stochastic approximation recursion which is similar to

**equation**( 13 ) . ... ( 17 ) T à ( k - 1 ) Using this definition of the complex modal matrix ,**equations**( 18 ) can be written compactly ...### 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 | |

34 other sections not shown

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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire