## 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 329

1 I I I I I 1-6 -«• t 5M IOM 1MO HMO 1M Diatancc from (talk TB" la» Figure 3

Displacement envelope curves for regular wave case with amplitude 12 m and

period 12 s for different

with ...

1 I I I I I 1-6 -«• t 5M IOM 1MO HMO 1M Diatancc from (talk TB" la» Figure 3

Displacement envelope curves for regular wave case with amplitude 12 m and

period 12 s for different

**water depths**The minimum effective tension decreaseswith ...

Page 331

Figure 8 Base case motions together with the static orientation of the upper part

of the riser for different

moment from a large number of regular analyses are plotted together in Figure 9.

Figure 8 Base case motions together with the static orientation of the upper part

of the riser for different

**water depths**Minimum tension and maximum bendingmoment from a large number of regular analyses are plotted together in Figure 9.

Page 335

The effective tension minima and bending moment maxima from the 500 m

analyses in 300 - 1800 m

have a ...

The effective tension minima and bending moment maxima from the 500 m

**water****depth**are plotted together with values from the regular wave and motionanalyses in 300 - 1800 m

**water depth**in Figure 20. The irregular simulationshave a ...

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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