## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 184

This deflection can be exa by a

Aɛ is the deflection angle . This deflection

quadrants of wind attack before and abaft tbe * were superposed . The analysis ...

This deflection can be exa by a

**parameter**( 2 ) tan a a = 1 - 2 tan ( € + AE ) whereAɛ is the deflection angle . This deflection

**parameter**is show : Fig . 3 . Here thequadrants of wind attack before and abaft tbe * were superposed . The analysis ...

Page 184

Qi = Soo w Gz ( w ) dw ( i = 0 , 1 , 2 ) 20m 20m and to is the duration and y is the

ratio between design ' s level response and the rms response which includes the

uncertain

Qi = Soo w Gz ( w ) dw ( i = 0 , 1 , 2 ) 20m 20m and to is the duration and y is the

ratio between design ' s level response and the rms response which includes the

uncertain

**parameter**effects . In the present study , the effects of the variation in ...Page 198

If , however , the severity of the sea state is represented by both H , and Tz , the

used as being the uncertainty variable of the spectrum . Snow , ) = Syn ...

If , however , the severity of the sea state is represented by both H , and Tz , the

**parameters**on and , can be stated in terms of y only so that this**parameter**can beused as being the uncertainty variable of the spectrum . Snow , ) = Syn ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING PART | 22 |

HYDRODYNAMIC FORCES | 33 |

Copyright | |

16 other sections not shown

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### Common terms and phrases

acceleration amplitude analysis angle applied approach approximately assumed body boundary calculated coefficients compared Comparison components computed condition considered coordinate corresponding cylinder damping defined depth determined developed direction displacement distribution domain drag drift dynamic effects element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force frequency function given horizontal hydrodynamic incident increase integral interaction irregular waves joint length lift force linear loading mass mean measured method mode mooring motion nonlinear observed obtained Ocean Offshore oscillating parameter peak period pile platform potential predicted presented probability problem random range ratio relative represents Research respectively response runup ship shown shows significant simulation solution spectrum speed storm structure surface surge Table tests theory values velocity vertical wave wave height wind