## 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 490

3 Introduction In real cases , the curvature will change when applying an internal friction moment , but at a much higher

3 Introduction In real cases , the curvature will change when applying an internal friction moment , but at a much higher

**bending**stiffness than the elastic . This is also nescessary for numerical simulations in order to avoid numerical ...Page 564

At this point the

At this point the

**bending**stiffness is significantly decreased . This behaviour may be approximated by a bilinear stiffness . strips . Feret and Bournazel ( 1987 ) and McNamara and Harte ( 1989 ) present models which calculate the ...Page 221

PARTIAL SAFETY FACTORS FOR VERTICAL

PARTIAL SAFETY FACTORS FOR VERTICAL

**BENDING**LOADS ON CONTAINERSHIPS RELIABILITY ASSESSMENT TECHNIQUES APPLIED TO THE DESIGN OF MARINE STRUCTURES. 1991 OMAE – Volume II , Safety and Reliability ASME – 1991 C. Östergaard Germanischer ...### What people are saying - Write a review

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |

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 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