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

### From inside the book

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Page 411

Maximumn

Grade B steel plates - AR variation 0 . 5 to 1 1 . ... 5 - Comparison between

ABACUS curves for maximum compressive

from 0 .

Maximumn

**strength**Grade 8 steel plates - AR variation 1 to 4 Maximum**strength**Grade B steel plates - AR variation 0 . 5 to 1 1 . ... 5 - Comparison between

ABACUS curves for maximum compressive

**strength**of plates with aspect ratiofrom 0 .

Page 412

Ultimato

that the series of plates with a = 0 . 5 represent the lower ... Also the ultimate

...

Ultimato

**strength**Grado B steel platos - AR variation 1 to 4 1 - i T- 4 - be observedthat the series of plates with a = 0 . 5 represent the lower ... Also the ultimate

**strength**increases directly with plate aspect ratio in the range of B > 1 . 5 . This is...

Page 429

0 indicates that the Test or FE

Obviously , a ratio 2 1 . 0 is desirable . For each prediction equation and each

database , the mean and standard deviation of the ratio ( Test or FE Database

0 indicates that the Test or FE

**Strength**exceeds the predicted**strength**.Obviously , a ratio 2 1 . 0 is desirable . For each prediction equation and each

database , the mean and standard deviation of the ratio ( Test or FE Database

**Strength**) ...### 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 | |

68 other sections not shown

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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