## 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 143

EFFECT OF DYNAMIC

Chen and Steve Will Hudson Engineering ... 1994 OMAE – Volume I , Offshore

Technology ASME 1994 ABSTRACT Traditionally , the calculation of

for ...

EFFECT OF DYNAMIC

**WIND**LOADS ON COMPLIANT TOWERS Cheng - YoChen and Steve Will Hudson Engineering ... 1994 OMAE – Volume I , Offshore

Technology ASME 1994 ABSTRACT Traditionally , the calculation of

**wind**loadsfor ...

Page 144

The fluctuating

Guyed Tower was investigated in Reference 7 .

simulate the fluctuating

the ...

The fluctuating

**wind**force spectrum is then given as : ( 2 ) effect on the LenaGuyed Tower was investigated in Reference 7 .

**Wind**spectra are often used tosimulate the fluctuating

**wind**velocity to account for the**wind**turbulence effect inthe ...

Page 145

spectrum . The static

API RP ...

spectrum . The static

**wind**load was calculated using a one - minute average**wind**speed of 140 mph , which was derived based on the one - hour average**wind**speed of 118 mph and the conversion factor of 1 . 18 as recommended byAPI RP ...

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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 | |

9 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 tower variables velocity wave wind