## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |

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Page 408

The compressive strength equation proposed by Faulkner is theory for

well established but it is of limited practical value . The large deflection behaviour

of steel

The compressive strength equation proposed by Faulkner is theory for

**plates**iswell established but it is of limited practical value . The large deflection behaviour

of steel

**plates**is a highly non - linear problem ( Vinson , 1993 ) whose solution ...Page 411

Maximumn strength Grade 8 steel

Grade B steel

ABACUS curves for maximum compressive strength of

from 0 .

Maximumn strength Grade 8 steel

**plates**- AR variation 1 to 4 Maximum strengthGrade B steel

**plates**- AR variation 0 . 5 to 1 1 . ... 5 - Comparison betweenABACUS curves for maximum compressive strength of

**plates**with aspect ratiofrom 0 .

Page 412

allow a better understanding of these interactions in

Ultimato strength Grado B steel platos - AR variation 1 to 4 1 - i T- 4 - be observed

that the series of

allow a better understanding of these interactions in

**plate**ultimate strength .Ultimato strength Grado B steel platos - AR variation 1 to 4 1 - i T- 4 - be observed

that the series of

**plates**with a = 0 . 5 represent the lower bound in**plate**ultimate ...### What people are saying - Write a review

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### Contents

OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |

Evaluation of Low Frequency Motions of a Turret Moored FPSO System and Their Influence | 9 |

A Design Evaluation Method to Assess the Strength and Fatigue Characteristics of FPSOS | 17 |

Copyright | |

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### Common terms and phrases

amplitude analysis angle applied approach ASME assumed average beam bending breaking calculated coefficient compared comparison components computed Conference considered Copyright corresponding cylinder damage damping deck depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated extreme fatigue Figure floating fluid forces frequency function geometry given heave horizontal included increase initial International joint length linear load mass maximum mean measured method mode mooring motion nonlinear normal observed obtained Offshore parameters peak performed period plates platform position prediction present pressure problem Proceedings range ratio reference relative represent respectively response riser rope scale shape ship shown shows significant simulation soil solution Spar spectrum stiffener stiffness strength stress structure surface surge Table Technology tension tests values variation vertical vessel wave height wind