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 7
... depends on the weather conditions . For a Southern North Sea location , a joint description of all environ- mental variables is deduced based on hindcast data representing the most severe storms from 1966-87 . The effect of accounting ...
... depends on the weather conditions . For a Southern North Sea location , a joint description of all environ- mental variables is deduced based on hindcast data representing the most severe storms from 1966-87 . The effect of accounting ...
Page 56
... depends on tether design and water depth ) . The ductility behaviour will depend on the ratio between axial tension stress and hydrostatic pressure . Above the anchor latch the possibility for redistribution of stress may be considered ...
... depends on tether design and water depth ) . The ductility behaviour will depend on the ratio between axial tension stress and hydrostatic pressure . Above the anchor latch the possibility for redistribution of stress may be considered ...
Page 207
... depends on the random variation of those variables . The randomness of the fatigue strength can be obtained using a Monte Carlo simulation technique which estimates the fatigue strength and its distribution through a series of fatigue ...
... depends on the random variation of those variables . The randomness of the fatigue strength can be obtained using a Monte Carlo simulation technique which estimates the fatigue strength and its distribution through a series of fatigue ...
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