## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |

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Page 80

The plate length is decided so that

docks. The second submerged plate has the submerged depth of d=\0m and the

length of L=50m. This plate is effective for the operating wave, and can reduce

the ...

The plate length is decided so that

**FBSP**can be built in the large scale dry -docks. The second submerged plate has the submerged depth of d=\0m and the

length of L=50m. This plate is effective for the operating wave, and can reduce

the ...

Page 82

4.3 Construction Plan The basic construction process of Sub-Plate VLFS is as

follows: 1) Construction of

plates in dry -docks and so on. 2) Towing to the construction site. 3) Installation at

the ...

4.3 Construction Plan The basic construction process of Sub-Plate VLFS is as

follows: 1) Construction of

**FBSP**and the VLFS unit with the third submergedplates in dry -docks and so on. 2) Towing to the construction site. 3) Installation at

the ...

Page 89

By using of each calculated result described above, equation of

which nonlinear terms are transformed to linear terms, is expressed as follows: ~*

*+lZten + »Sn)+2Z»2n- (i = lto6) (2) where My : mass matrix Ay : added mass ...

By using of each calculated result described above, equation of

**FBSP's**motion,which nonlinear terms are transformed to linear terms, is expressed as follows: ~*

*+lZten + »Sn)+2Z»2n- (i = lto6) (2) where My : mass matrix Ay : added mass ...

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### Contents

OMAE2001OSU5019 | 93 |

OMAE2001OSU5021 | 101 |

OMAE2001OSU5022 | 111 |

Copyright | |

32 other sections not shown

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### Common terms and phrases

ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending blade breakwater bridge calculated coefficient components Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation evaluation experimental FBSP fence Figure floating airport floating breakwater flow freak waves frequency function girder guide vane hindcast horizontal hydrodynamic hydroelastic response incident wave irregular waves Japan Large Floating Structures layer length linear loads maneuvers marine measured Mechanics and Arctic Mega-Float method Mobile Offshore Base mode model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton pontoon predicted RADARSAT-1 reef rigid Rio de Janeiro shear ship shoreline shows significant wave height simulation submerged plate Tokyo Bay turbine Uchiumi valve velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind