## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |

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Page 729

discretized into a finite number of wave components in both

direction in order to obtain the diffracted wave spectrum . In the present work , the

numbers of component

are ...

discretized into a finite number of wave components in both

**frequency**anddirection in order to obtain the diffracted wave spectrum . In the present work , the

numbers of component

**frequencies**and directions are denoted by E and F , andare ...

Page 828

3 where fp is the peak

- state parameters ( 12 s peak period and 8 m significant wave height ) have

been scaled using Froude scaling . Model values are respectively 2 s and 0 .

3 where fp is the peak

**frequency**and H , the significant wave height . Typical sea- state parameters ( 12 s peak period and 8 m significant wave height ) have

been scaled using Froude scaling . Model values are respectively 2 s and 0 .

Page 1110

The calculated wave

are thus expected to be lower than the measured data . Figure 13 shows the

calculated and measured standard deviation of wave

for ...

The calculated wave

**frequency**vessel surge motions in the irregular wave testsare thus expected to be lower than the measured data . Figure 13 shows the

calculated and measured standard deviation of wave

**frequency**vessel motionsfor ...

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### Contents

PART | 595 |

000000000000000000000000000000000000000000 | 605 |

OFFSHORE TECHNOLOGY | 608 |

Copyright | |

29 other sections not shown

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added amplitude analysis angle applied approach ASME assumed barge bending boundary buoy calculated capacity coefficient combined components computed connection considered Copyright corresponding damage damping deck depth determined developed diameter direction displacement dynamic effect element Engineering equation estimated event factor fatigue field Figure force FPSO frequency function given height horizontal hull iceberg impact increase installation jacket joint length limit linear load marine mass maximum mean measured method model tests mooring mooring lines mooring system motion natural numerical obtained Offshore operation parameters performed period pile pitch platform position possible potential predicted presented pressure problem range relative response riser shear ship shown shows simulations skirt solution spar speed strength stress structure surface Table tank tension trench values velocity vertical vessel wall wave wind