## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 26

The wall

the boundary layer and therefore it is necessary to ensure that the wall adjacent

cells lie within an appropriate distance from the wall . The non - dimensional ...

The wall

**function**equations , depending on which type is used , are used modelthe boundary layer and therefore it is necessary to ensure that the wall adjacent

cells lie within an appropriate distance from the wall . The non - dimensional ...

Page 73

Figs.11 and 12 use Newman and SRI approximation , respectively , in evaluating

drift forces . 1.515 1.0Burgom ) 10 sway [ m ] 0.5 0.5 0.0 00 -0.5 -0.5 -1.0-10 h ( T )

and h ( T ) are the impulse response

Figs.11 and 12 use Newman and SRI approximation , respectively , in evaluating

drift forces . 1.515 1.0Burgom ) 10 sway [ m ] 0.5 0.5 0.0 00 -0.5 -0.5 -1.0-10 h ( T )

and h ( T ) are the impulse response

**function**of the 1st and the 2nd order ...Page 277

described by the shape and value of the circular semivariogram

has the following form : nxo , h ) = ( 1 / 2n ) 22 % -0 ( DN ( Xo + r ) -MH ( xo ) ) ,

where : nxo , h ) is the semivariogram

...

described by the shape and value of the circular semivariogram

**function**, whichhas the following form : nxo , h ) = ( 1 / 2n ) 22 % -0 ( DN ( Xo + r ) -MH ( xo ) ) ,

where : nxo , h ) is the semivariogram

**function**at pixel location Xo and radial lag...

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### Contents

OMAE2001OSU5019 | 93 |

OMAE2001OSU5021 | 101 |

OMAE2001OSU5022 | 111 |

Copyright | |

33 other sections not shown

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amplitude analysis angle applied assumed bending body bottom breakwater bridge calculated chamber coefficient components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effects elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function grid hindcast horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load mass mean measured Mechanics Mega-Float method mode modules mooring motion numerical observed obtained ocean Offshore operation performance predicted present pressure problem Proceedings production reduce reef region Research respectively response rigid ship shown shows side significant simulation spectrum storm submerged plate surface Table turbine University values vertical VLFS wave energy wave height wave period wind