## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |

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Page 28

Longitudinal Transverse Part

Nm ) A , B , C 2.0354E + 10 1.6554E + ... for FEM ( Structure Part ) L Fig.4

Fluid ...

Longitudinal Transverse Part

**Bending**stiffness , Dy**Bending**stiffness , Dx ( Nm ) (Nm ) A , B , C 2.0354E + 10 1.6554E + ... for FEM ( Structure Part ) L Fig.4

**Bending**stiffness of Phase - II Model Calculation Cocfficients of Green function (Fluid ...

Page 42

Frequency response amplitude of

. Table 1. Numerical data of a long barge structure Length L B x D x d Spring

constant of buoyancy ke

Frequency response amplitude of

**bending**stresses at x = 250m from the free end. Table 1. Numerical data of a long barge structure Length L B x D x d Spring

constant of buoyancy ke

**Bending**rigidity EI Linear density P A 1,000m 300m x ...Page 44

Figure A2 shows experimental results of the relation between response

amplitudes of the

midship . Figure A3 shows experimental results of the frequency response

amplitude ...

Figure A2 shows experimental results of the relation between response

amplitudes of the

**bending**moment and incident wave frequencies w at themidship . Figure A3 shows experimental results of the frequency response

amplitude ...

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### Contents

VERY LARGE FLOATING STRUCTURE | 1 |

OMAE99OSU3057 | 9 |

OMAE99OSU3058 | 17 |

Copyright | |

21 other sections not shown

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### Common terms and phrases

amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distance distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump relative represented resonant respectively response robot scale shown shown in Fig shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind