## 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 378

0 H / H , [ m / m ] 2 . 5 262 Hmar ( H1 ) = x ( H ( 11 ) Figure 2 . Normalised

probability density distribution of

on number of waves Nw as well as associated

Hmar ...

0 H / H , [ m / m ] 2 . 5 262 Hmar ( H1 ) = x ( H ( 11 ) Figure 2 . Normalised

probability density distribution of

**maximum**wave height QHmar ( H ) dependingon number of waves Nw as well as associated

**maximum**wave height distributionHmar ...

Page 381

84 - Table 2 presents the resulting

numbers of waves Nw ( as an example for B = 0° : The

from 0 . 52m . 1 . 23 = 0 . 64m ) . The corresponding numbers of motion cycles NĄ

are ...

84 - Table 2 presents the resulting

**maximum**double amplitudes for differentnumbers of waves Nw ( as an example for B = 0° : The

**maximum**value followsfrom 0 . 52m . 1 . 23 = 0 . 64m ) . The corresponding numbers of motion cycles NĄ

are ...

Page 522

10 ,

Earthquake Simulation ( NERA Calculated ) Maremum Rel Veocity ( ons )

Maurnum Acceleration ) 02 Depth ( m ) Fig . 7 ,

10 ,

**Maximum**Rel . Displ . and**Maximum**Shear stress of soil during CSP3 - KEarthquake Simulation ( NERA Calculated ) Maremum Rel Veocity ( ons )

Maurnum Acceleration ) 02 Depth ( m ) Fig . 7 ,

**Maximum**Acceleration and**Maximum**Rel .### What people are saying - Write a review

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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