Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 72
Page 40
... approach and the equivalent stress range approach should be based on the number of stress spectra to be analysed . If there are more than 20 spectra and the r.m.s values of these spectra are not widely separated then it will be ...
... approach and the equivalent stress range approach should be based on the number of stress spectra to be analysed . If there are more than 20 spectra and the r.m.s values of these spectra are not widely separated then it will be ...
Page 253
... approaches should lead to the same calibration after an inspection program . However , a major drawback of the suspended data approach is that there must be a significant number of failure discoveries . Although the Bayesian approach is ...
... approaches should lead to the same calibration after an inspection program . However , a major drawback of the suspended data approach is that there must be a significant number of failure discoveries . Although the Bayesian approach is ...
Page 307
... approach . Using this techno - economic approach the results obtained can assist designers and operators to select sound structural safety levels and to design rational underwater maintenance plans . This approach is demonstrated in a ...
... approach . Using this techno - economic approach the results obtained can assist designers and operators to select sound structural safety levels and to design rational underwater maintenance plans . This approach is demonstrated in a ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART | 19 |
Fatigue Loading | 33 |
Copyright | |
19 other sections not shown
Other editions - View all
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 shown shows significant simulation standard statistical storm strength stress structure surface Table tension tether tubular uncertainty variables variation wave wave height weld