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 31
... represents a damaged state of the structure ; represents failure of a component . The initial node , O , therefore represents the initial ( undamaged ) structure , whereas the terminal node represents the collapse state of the system ...
... represents a damaged state of the structure ; represents failure of a component . The initial node , O , therefore represents the initial ( undamaged ) structure , whereas the terminal node represents the collapse state of the system ...
Page 35
... represents the failure of the ith element of the jth tendon . The performance function for the event Eij described as E1 = ( ru - bi≤ 0 ) can be where Tij is the capacity of the ith tendon element of the jth tendon . The event S ...
... represents the failure of the ith element of the jth tendon . The performance function for the event Eij described as E1 = ( ru - bi≤ 0 ) can be where Tij is the capacity of the ith tendon element of the jth tendon . The event S ...
Page 163
... represented as a random field , but for practical engineering purposes a simplified description is adopted by ... represents deviations from the mean process . For waves , the slow processes Y ( t ) are the wave height process H ...
... represented as a random field , but for practical engineering purposes a simplified description is adopted by ... represents deviations from the mean process . For waves , the slow processes Y ( t ) are the wave height process H ...
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