## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 183

A comparison of the major cost categories is shown in

FPS ' s for two water depths and export pipeline lengths . Note the similarity of

cost fractions for the various applications . It is also interesting to note that the ...

A comparison of the major cost categories is shown in

**Figure**8 of CPT ' s andFPS ' s for two water depths and export pipeline lengths . Note the similarity of

cost fractions for the various applications . It is also interesting to note that the ...

Page 349

The locations of these gauges were shown in

calibrated using a standard linear displacement method . The relative water level

on each gauge would be changed by a known distance , and the resulting ...

The locations of these gauges were shown in

**Figure**1 The wave gauges werecalibrated using a standard linear displacement method . The relative water level

on each gauge would be changed by a known distance , and the resulting ...

Page 122

Thus , yield surface number i will always remain within yield surface i + 1 for all

values of i between 1 to N - 1 , see

again be linear elastic , until the load reaches the opposite side of the inner yield

...

Thus , yield surface number i will always remain within yield surface i + 1 for all

values of i between 1 to N - 1 , see

**Figure**2b . At load reversal , the response willagain be linear elastic , until the load reaches the opposite side of the inner yield

...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

25 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding cost crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid frequency function given height hydrodynamic important increase initial inspection installation integration interaction joints length lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear normal obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table variables velocity wave wind