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 323
... predicted values were used to determine the steady state response , it was found that the error in the amplitude at resonance was about 4 % . The error in the estimated natural frequency from the expected value curve did not exceed 0.5 ...
... predicted values were used to determine the steady state response , it was found that the error in the amplitude at resonance was about 4 % . The error in the estimated natural frequency from the expected value curve did not exceed 0.5 ...
Page 370
... predicted wave heights published by Szabo , et al . ( 1989 ) . Comparisons of measured and predicted significant wave heights in 9 se- vere east coast storms that affected the Hibernia area were provided . Comparisons of wave heights ...
... predicted wave heights published by Szabo , et al . ( 1989 ) . Comparisons of measured and predicted significant wave heights in 9 se- vere east coast storms that affected the Hibernia area were provided . Comparisons of wave heights ...
Page 422
... predicted DnV - AXIAL COMPRESSION Xm 1.6 0.2 0.4 0.6 PHI predicted 1.4 1.2 342 0.8 1 1.2 1 0.8 0.6- 0.4 F 0.2 POPULATION 48 models 0 0.1 FIG . 3 : Test versus Theory : RCC - axial compression For the Aerospace data only the API Bul 2U ...
... predicted DnV - AXIAL COMPRESSION Xm 1.6 0.2 0.4 0.6 PHI predicted 1.4 1.2 342 0.8 1 1.2 1 0.8 0.6- 0.4 F 0.2 POPULATION 48 models 0 0.1 FIG . 3 : Test versus Theory : RCC - axial compression For the Aerospace data only the API Bul 2U ...
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