## 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 145

The elastoplastic behavior considered in this formulation is illustrated in Figure 5,

that shows a typical nonlinear force-

horizontal d.o.f. of each scalar element. Abscissas of this function correspond to ...

The elastoplastic behavior considered in this formulation is illustrated in Figure 5,

that shows a typical nonlinear force-

**displacement**function associated to ahorizontal d.o.f. of each scalar element. Abscissas of this function correspond to ...

Page 354

Figure 11- Third series of specimens, HLT-A-V3, after its second loading stage.

HLT-A-V3 Shear

V3.

Figure 11- Third series of specimens, HLT-A-V3, after its second loading stage.

HLT-A-V3 Shear

**Displacement**(mm) Figure 12- 'Average' Shear Force-Shear**Displacement**curves of one of the tubes of the third series of specimens, HLT-A-V3.

Page 435

Assume that the total transverse

the initial transverse

Then, by referring to Fig. 3, the governing differential equilibrium equation is ...

Assume that the total transverse

**displacement**tr is expressed by w = w + w with wthe initial transverse

**displacement**and w the additional transverse**displacement**.Then, by referring to Fig. 3, the governing differential equilibrium equation is ...

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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