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 47
Page 1
... random variables such as strength parameters or statistical uncertainties are investigated for both non ... variable mB = mean of random variable R = standard deviation of random variable R OR T :( . ) 61 = transformation of probability ...
... random variables such as strength parameters or statistical uncertainties are investigated for both non ... variable mB = mean of random variable R = standard deviation of random variable R OR T :( . ) 61 = transformation of probability ...
Page 205
... Random variable representing the effects of material properties Notch root radius Ratio of minimum to maximum applied stress Reliability factor Random variable representing the effects of notch - root residual stress Standard deviation ...
... Random variable representing the effects of material properties Notch root radius Ratio of minimum to maximum applied stress Reliability factor Random variable representing the effects of notch - root residual stress Standard deviation ...
Page 207
random variables ( KA f max ' K f max ' Of , or , b , x ) . The design fatigue strength ( SA ) then becomes a random variable which depends on the random variation of those variables . The randomness of the fatigue strength can be ...
random variables ( KA f max ' K f max ' Of , or , b , x ) . The design fatigue strength ( SA ) then becomes a random variable which depends on the random variation of those variables . The randomness of the fatigue strength can be ...
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