## 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 135

Note that when convergence is

balance the external forces and the inertial terms vanish - just as in a static

analysis . Alternate convergence criteria can be formulated based on energy ...

Note that when convergence is

**obtained**( i . e . E sEtol ) , the internal forcesbalance the external forces and the inertial terms vanish - just as in a static

analysis . Alternate convergence criteria can be formulated based on energy ...

Page 218

The first four natural frequencies

different values of F , are summarized and listed in Table 4 . The second problem

solved is the vibration of a cantilever beam composed of two prismatic segments

...

The first four natural frequencies

**obtained**by using six 11 - node elements , fordifferent values of F , are summarized and listed in Table 4 . The second problem

solved is the vibration of a cantilever beam composed of two prismatic segments

...

Page 391

Drift forces

s ) Ax ( m ) 40 ( deg ) 40 ( deg ) Ax ( m ) 1 Ay ( m ) Ay ( m ) Ay ( m ) 40 ( deg ) Exp

Exp Mean Exp Exp Mean Exp Exp Mean - 1 . 1 - 2 . 9 + - 0 . 9 - 1 . 8 1 . 0 3 . 8 - 4 .

Drift forces

**obtained**by the Far Field Method . Regular waves H = 6m Ax ( m ) T (s ) Ax ( m ) 40 ( deg ) 40 ( deg ) Ax ( m ) 1 Ay ( m ) Ay ( m ) Ay ( m ) 40 ( deg ) Exp

Exp Mean Exp Exp Mean Exp Exp Mean - 1 . 1 - 2 . 9 + - 0 . 9 - 1 . 8 1 . 0 3 . 8 - 4 .

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### Contents

OFFSHORE TECHNOLOGY | 1 |

OMAE200692014 | 7 |

OMAE200692049 | 17 |

Copyright | |

32 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 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