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 1
... storm profile model is developed . Slepian random process models are used to estimate the temporal evolution of the significant wave height Hs during a storm , during which Hs exceeds a specified threshold . To predict storm profiles ...
... storm profile model is developed . Slepian random process models are used to estimate the temporal evolution of the significant wave height Hs during a storm , during which Hs exceeds a specified threshold . To predict storm profiles ...
Page 2
... storm intensities . For example , Slepian models directly provide profiles for both an " average " storm and the " worst " storm over the design life ; one need only insert the appropri- ate distribution of Umax Note also that the model ...
... storm intensities . For example , Slepian models directly provide profiles for both an " average " storm and the " worst " storm over the design life ; one need only insert the appropri- ate distribution of Umax Note also that the model ...
Page 4
... storm data in the 32- year hindcast history : from h , = 7.5 [ m ] ( 176 storms ) to h = 10.0 [ m ] ( 14 storms ) . lows : We consider first an " average " storm profile . This is defined as fol- 1. The Gaussian threshold value u ...
... storm data in the 32- year hindcast history : from h , = 7.5 [ m ] ( 176 storms ) to h = 10.0 [ m ] ( 14 storms ) . lows : We consider first an " average " storm profile . This is defined as fol- 1. The Gaussian threshold value u ...
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