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 59
... Wave Height --Max Surge Height 1000 10000 Return Period ( years ) Expected Maximum Wave Heights and Storm Surges at TLP Location tests involving measured and predicted wave forces act- ing on decks ( McDonald , et al . , 1990 ) , the ...
... Wave Height --Max Surge Height 1000 10000 Return Period ( years ) Expected Maximum Wave Heights and Storm Surges at TLP Location tests involving measured and predicted wave forces act- ing on decks ( McDonald , et al . , 1990 ) , the ...
Page 377
... waves in the overall mean wave direction in three - dimensional random wave fields on deep water are examined starting from an analysis of the vertical displacements obtained from linear numerical simulations of directional seas , at ...
... waves in the overall mean wave direction in three - dimensional random wave fields on deep water are examined starting from an analysis of the vertical displacements obtained from linear numerical simulations of directional seas , at ...
Page 384
... wave fields on deep water conditions , considered in the overall mean direction , has given some interesting information , the most significant of which is summarized here . 1. Random waves . The exceedance probabilities of the heights ...
... wave fields on deep water conditions , considered in the overall mean direction , has given some interesting information , the most significant of which is summarized here . 1. Random waves . The exceedance probabilities of the heights ...
Contents
Stochastic Storm Profiles for Strain Accumulation in Clay | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 6 |
Probabilistic Analysis of Local Ice Pressures | 7 |
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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