## 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 217

Using the modal displacement expressed shear force and EDQ into the above

are Ņe x Ņe element stiffness matrix , element initial stress matrix , and element ...

Using the modal displacement expressed shear force and EDQ into the above

**equation**, the following**equation**can be obtained where [ ke ] , [ ke ) and ( me )are Ņe x Ņe element stiffness matrix , element initial stress matrix , and element ...

Page 307

... oi

state boundary condition and

problem ...

... oi

**Equation**( 21a ) represents the free surface ( no surface tension ) oceanstate boundary condition and

**equation**( 216 ) ... substitution for the parameters in**equation**( 11 ) , now gives the governing differential**equation**for our modelproblem ...

Page 437

expressed by Using the displacement expressed shear force and EDQ into the

above

} ( 39 ) Dne ? Nne + IK , B = 1 B = 1 where ( ke ) and ( ke ) are Ņe x Ņe element ...

expressed by Using the displacement expressed shear force and EDQ into the

above

**equation**, the following**equation**can be obtained ( [ k ] + [ kg ] ) { fo } = { ro} ( 39 ) Dne ? Nne + IK , B = 1 B = 1 where ( ke ) and ( ke ) are Ņe x Ņe element ...

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### Contents

OFFSHORE TECHNOLOGY | 1 |

OMAE200692014 | 7 |

OMAE200692049 | 17 |

Copyright | |

50 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