## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

### From inside the book

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Page 467

The envelope

decaying data . The result is that the

the determination of modal damping ratio . To avoid this a new technique was

used ...

The envelope

**curve**is generally fitted only based on a few points on the timedecaying data . The result is that the

**curve**fitting may not be accurate enough forthe determination of modal damping ratio . To avoid this a new technique was

used ...

Page 494

Fushe MOMENT / CURVATURE RELATION 1.5 MOMENT Static position

reloading

unloading ...

Fushe MOMENT / CURVATURE RELATION 1.5 MOMENT Static position

reloading

**curve**1.0 bending moment bending moment bending moment B a**Curve**A applied from a 0.5 curvature curvature b 0.0**Curve**B applied from bunloading ...

Page 609

AXIAL SOIL - STRUCTURE INTERACTION

IT COMPRESSION COMPRESSION AXIAL SOIL - STRUCTURE ... The tip

resistance in compression is modelled by q - w

AXIAL SOIL - STRUCTURE INTERACTION

**CURVES**Skin friction Tip resistanceIT COMPRESSION COMPRESSION AXIAL SOIL - STRUCTURE ... The tip

resistance in compression is modelled by q - w

**curves**taken as a multi - linear**curve**.### What people are saying - Write a review

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

SECONDORDER EFFECTS | 113 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces