## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |

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Page 214

For this transformation , { i } and ( T ) in Eq . ( 12 ) are expressed by the equivalent DQ

For this transformation , { i } and ( T ) in Eq . ( 12 ) are expressed by the equivalent DQ

**element**is at the inter -**element**boundary of two real physical ...Page 217

The

The

**element**modal displacement vector can be expressed by N " Nn En ( In ) 3 ( det į poeto + 1 - DES ) wz ΕΣ Dangwa + w ?Page 434

For this transformation , { n } and ( T ) in Eq . ( 12 ) are expressed by the equivalent DQ

For this transformation , { n } and ( T ) in Eq . ( 12 ) are expressed by the equivalent DQ

**element**is at the inter -**element**boundary of two real physical ...### What people are saying - Write a review

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### Contents

OFFSHORE TECHNOLOGY | 1 |

OMAE200692014 | 7 |

OMAE200692049 | 17 |

Copyright | |

47 other sections not shown

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added amplitude analysis applied approach ASME bending body bottom boundary calculated capacity coefficients collision compared comparison computed configuration considered Copyright coupled curve damage damping deck developed direction displacement distribution domain dynamic effects element energy Engineering equation experimental experiments fatigue field Figure floating flow force frequency function given heave height hull hydrodynamic impact increase International joints length linear load locations mass maximum mean measured Mechanics method mode mooring motion natural nonlinear numerical obtained Ocean offshore operation parameters performed period pile pipe plate platform position predicted presented pressure problem range ratio reduced reference relative represents respectively response riser sensor ship shown shows simulation soil solution static stiffness stress structure surface Table tank tension transverse unit values vertical vessel water depth wave weld wind