## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |

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Page 217

Using the modal displacement expressed shear force and EDQ into the above

ASSEMBLAGE Keeping the compatibility condition (24), and con- formability

condition ...

Using the modal displacement expressed shear force and EDQ into the above

**equation**, the following**equation**can be obtained dl S 3=1 3=1 / (37) .3=1ASSEMBLAGE Keeping the compatibility condition (24), and con- formability

condition ...

Page 307

A (14) So that substitution for the parameters in

governing differential

dx2dy2 dy' j 2.2 Fluid-Structure Kinematic Analysis We consider an isentropic (

ocean ...

A (14) So that substitution for the parameters in

**equation**(11), now gives thegoverning differential

**equation**for our model problem as ' & dP & . where [dx'dx2dy2 dy' j 2.2 Fluid-Structure Kinematic Analysis We consider an isentropic (

ocean ...

Page 494

consider the fluid motion irrotational and incompressible, the bottom boundary

condition, that consider no motion in the bottom, the free surface condition, that

consider ...

**Equations**1, 2, 3 and 4 presents, respectively, the Laplace's**equation**, thatconsider the fluid motion irrotational and incompressible, the bottom boundary

condition, that consider no motion in the bottom, the free surface condition, that

consider ...

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### Contents

OFFSHORE TECHNOLOGY | 1 |

OMAE200692014 | 7 |

MAE 200692049 | 17 |

Copyright | |

81 other sections not shown

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### Common terms and phrases

25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration considered Copyright curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics OMAE2006 25th International parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank tendon tension transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine