## 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 297

36 to obtain the annual maximum value of the undisturbed significant wave

height . height H , and corresponding peak periods T , is fabricated . The wave

height enhancement factors are

assuming a ...

36 to obtain the annual maximum value of the undisturbed significant wave

height . height H , and corresponding peak periods T , is fabricated . The wave

height enhancement factors are

**determined**at the position of measurementassuming a ...

Page 249

For c the crack dimension can also be

f ( aj + 1 ) . . . . . . . ( 13 ) 7 . 8 . With the new crack dimensions 21 + 1 and C1 + 1

the next step can be calculated , starting with point 1 above . The calculation has

...

For c the crack dimension can also be

**determined**with a forcing function C1 + 1 =f ( aj + 1 ) . . . . . . . ( 13 ) 7 . 8 . With the new crack dimensions 21 + 1 and C1 + 1

the next step can be calculated , starting with point 1 above . The calculation has

...

Page 309

In the present investigation , therefore , the ultimate pipe capacity in brittle

behavior was

an experimentally

precluded ...

In the present investigation , therefore , the ultimate pipe capacity in brittle

behavior was

**determined**by comparing the maximum principal tensile stress withan experimentally

**determined**threshold value below which brittle failure isprecluded ...

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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