Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 11, Part 2American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 178
... increase of the anchor wire length affects the interaction probability in two opposite directions : - it reduces the be interaction probability due to increasing of the clearance between the existing sealine and the anchor target ...
... increase of the anchor wire length affects the interaction probability in two opposite directions : - it reduces the be interaction probability due to increasing of the clearance between the existing sealine and the anchor target ...
Page 383
... increase and then increase , the gap extensions increase , as the threshold height increases . Fig.7 also shows the curve interpolating the values obtained for the average partial extensions < J1p > , given in a number of peak wave ...
... increase and then increase , the gap extensions increase , as the threshold height increases . Fig.7 also shows the curve interpolating the values obtained for the average partial extensions < J1p > , given in a number of peak wave ...
Page 412
... increase after component yielding , and semi - brittle in which loads decrease after yielding . Because of the load ... increase the number of possible failure modes . Increasing the number of possible failure modes ( a series system ) ...
... increase after component yielding , and semi - brittle in which loads decrease after yielding . Because of the load ... increase the number of possible failure modes . Increasing the number of possible failure modes ( a series system ) ...
Contents
Stochastic Storm Profiles for Strain Accumulation in Clay | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 6 |
Probabilistic Analysis of Local Ice Pressures | 7 |
Copyright | |
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applied approach approximation Arctic assessment assumed blast calculated coefficient coefficient of variation component computed considered correlation cost crack growth damage defined density deterministic developed distribution drilling effect element Engineering environmental equation error estimated evaluation event extreme factors failure mode failure probability fatigue crack Figure forces fracture mechanics frequency given global hindcast initial inspection joint limit state function linear load Lognormal maximum mean value measurements method normal distribution obtained Offshore Structures operations optimal panel parameters pipeline Piper Alpha plastic platform predicted pressure probabilistic probability density function probability distribution probability of failure procedure random variables reliability analysis reliability index repair response risk S-N curve sample ship simulation spectral spectral density standard deviation statistical steel stochastic storm STRELAS strength stress range structural reliability structural system system reliability Table tendon uncertainty vector Weibull distribution weld