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 83
... structure to withstand the extreme loads in a condition where the damaged member was removed : the results showed that , due to structure redundancy , the required safety criteria were met for this condition . In this case no immediate ...
... structure to withstand the extreme loads in a condition where the damaged member was removed : the results showed that , due to structure redundancy , the required safety criteria were met for this condition . In this case no immediate ...
Page 84
... structure through the analysis of inspection results as presented by Madsen et al . / 12 / has already been discussed , while a probabilistic strategy for determining the relative effectiveness of differing underwater inspection and ...
... structure through the analysis of inspection results as presented by Madsen et al . / 12 / has already been discussed , while a probabilistic strategy for determining the relative effectiveness of differing underwater inspection and ...
Page 307
... structural integrity ( 1 ) . By full - scope we mean that risks from all sources are considered , i.e. structure , equipment and personnel . It is crucial that the approach considers life cycle costs , i.e. management , design ...
... structural integrity ( 1 ) . By full - scope we mean that risks from all sources are considered , i.e. structure , equipment and personnel . It is crucial that the approach considers life cycle costs , i.e. management , design ...
Contents
Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |
OFFSHORE TECHNOLOGY PART | 19 |
Fatigue Loading | 33 |
Copyright | |
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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 shown shows significant simulation standard statistical storm strength stress structure surface Table tension tether tubular uncertainty variables variation wave wave height weld