## 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 212

This concept has been used to construct the discrete inter - element transition

conditions and boundary conditions in the differential quadrature element

analyses of beam bending

denote the ...

This concept has been used to construct the discrete inter - element transition

conditions and boundary conditions in the differential quadrature element

analyses of beam bending

**problem**, warping torsion bar**problem**. Let 7 ( E )denote the ...

Page 432

Thus in solving a

point which is not a node . ... transition conditions and boundary conditions in the

differential quadrature element analyses of flexural

Thus in solving a

**problem**, a discrete fundamental relation can be defined at apoint which is not a node . ... transition conditions and boundary conditions in the

differential quadrature element analyses of flexural

**problems**of structures .Page 448

As was mentioned earlier , the second - order diffraction

as a second - order

diffraction

As was mentioned earlier , the second - order diffraction

**problem**was consideredas a second - order

**problem**for a body either fixed or ... Therefore , viscous -diffraction

**problem**can be assumed to be consisted of two sub -**problems**.### What people are saying - Write a review

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### Contents

OFFSHORE TECHNOLOGY | 1 |

OMAE200692014 | 7 |

OMAE200692049 | 17 |

Copyright | |

32 other sections not shown

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### Common terms and phrases

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 defined developed direction displacement distribution domain dynamic effects element energy Engineering equation estimate 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 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