## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 146

The influence of pretension was examined for different characteristic water

The influence of pretension was examined for different characteristic water

**depths**. The results are illustrated in Figure 3 . B the yield strength for the maximum tension limit state . The foundation mispositioning tolerance seems to ...Page 270

FIXED CRITICAL CTOD Sat , mm CRACK

FIXED CRITICAL CTOD Sat , mm CRACK

**DEPTH**t , mm CRACK LENGTH 1 , mm PLATE THICKNESS e , mm WIDTH OF WELD L , mm MEMBRANE STRESS N / mm2 YIELD STRESS oy , N / mm2 ULT . TENSILE STRESS ou , N / mm2 35.0 NORMAL N ( 29 , 1.2 ) ܕܗ܂Page 274

CTOD ( -10oC ) AS A FUNCTION OF CRACK

CTOD ( -10oC ) AS A FUNCTION OF CRACK

**DEPTH**X - BUTT WELD SUBJECTED TO UNIFORM MEMBRANE LOADING SECOND ORDER ANALYSIS 2.0 4 t510mm : r ( t ) = ( 0.1736t - 2 1648t = 146785 ) . e -0.2341.t t » 10mm f ( t ) = 1 ^ Level 2 , LBZ i Level 2 ...### What people are saying - Write a review

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### Contents

Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |

OFFSHORE TECHNOLOGY PART | 33 |

Extreme Forces on Large AxiSymmetric Offshore Structures in Directional Seas | 49 |

Copyright | |

15 other sections not shown

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### Common terms and phrases

analysis applied approach approximately assessment assumed average basic calculated coefficient component computed considered constant corresponding cost crack growth curve cycles damage defect density depends depth derived described determined developed deviation distribution drag effects Engineering equation equivalent estimated evaluated example expected extreme factor failure failure probability fatigue Figure force fracture frequency function geometry given important included increase indicated initial inspection integration joints limit linear load Lognormal material maximum mean measured mechanics method normal obtained offshore structures operation parameters performed period platform predicted present pressure probabilistic probability procedure random variable range ratio reference relative reliability represent requirements respectively response risk safety sensitivity shown shows significant simulation standard statistical storm strength stress structure surface Table tension tether tubular uncertainty variables variation wave wave height weld