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 11
... parameters . The design point corresponding to the 100- year shear force are given in Table 3 for the be of a full stochastic description of the environmental parameters . This point interpreted as the parameter set for which an value ...
... parameters . The design point corresponding to the 100- year shear force are given in Table 3 for the be of a full stochastic description of the environmental parameters . This point interpreted as the parameter set for which an value ...
Page 12
Haver and Winterstein 6 included for some of the parameters . These values are given in parenthesis in Table 4 . The standard deviations specified for H and o are the values corresponding to the moment estimators of these parameters for ...
Haver and Winterstein 6 included for some of the parameters . These values are given in parenthesis in Table 4 . The standard deviations specified for H and o are the values corresponding to the moment estimators of these parameters for ...
Page 14
... Parameters 81/82 9.66 10.42 26.7 ( 28.1 ) 71/72 9.44 10.20 28.1 82/83 9.18 9.96 26.9 ( 28.3 ) 83/84 9.17 10.00 23.5 ... parameters , see Table 4. ) Parameter Design Point Sensitivity h ( m ) 10.47 -0.91 Para- Fixed tc ( 8 ) 12.93 0.00 ...
... Parameters 81/82 9.66 10.42 26.7 ( 28.1 ) 71/72 9.44 10.20 28.1 82/83 9.18 9.96 26.9 ( 28.3 ) 83/84 9.17 10.00 23.5 ... parameters , see Table 4. ) Parameter Design Point Sensitivity h ( m ) 10.47 -0.91 Para- Fixed tc ( 8 ) 12.93 0.00 ...
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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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