## 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 272

U = U1 + U2 ( A - 29 ) V = VI + V2 ( A - 30 ) In our case the response functions H ,

( w ) is a matrı including the responding relations between different response

variables . It can be

as ...

U = U1 + U2 ( A - 29 ) V = VI + V2 ( A - 30 ) In our case the response functions H ,

( w ) is a matrı including the responding relations between different response

variables . It can be

**expressed**as follows : then one problem can be**expressed**as ...

Page 278

It is clear from this figure that all the nonlinear damping forces on the double piles

can be

parameter related to the surface area of the inner pile . Namely all the

experimental ...

It is clear from this figure that all the nonlinear damping forces on the double piles

can be

**expressed**in term of the square of the maximum fuid velocity and theparameter related to the surface area of the inner pile . Namely all the

experimental ...

Page 191

And probability density function of Xy is also

en ) = Nh ( In ) { H ( IN ) } N - 1 ( B4 ) For example , if the short term distribution of

wave height observed consecutively is governed by Rayleigh distribution as ...

And probability density function of Xy is also

**expressed**as equation ( B4 ) . hn (en ) = Nh ( In ) { H ( IN ) } N - 1 ( B4 ) For example , if the short term distribution of

wave height observed consecutively is governed by Rayleigh distribution as ...

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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