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 1-2
... significant " import restraint used in the previous 1993 USITC study . That is , significant NTBS are " binding " when the quantity of imports is actually restricted by the barriers in place . On the other hand , if the quantity of ...
... significant " import restraint used in the previous 1993 USITC study . That is , significant NTBS are " binding " when the quantity of imports is actually restricted by the barriers in place . On the other hand , if the quantity of ...
Page 60
... significant to the nation or to a state . There are approxi- mately 1,100 of these properties in the study area . Within the significant constraints of time and money , this study needed to char- acterize the cultural and archeological ...
... significant to the nation or to a state . There are approxi- mately 1,100 of these properties in the study area . Within the significant constraints of time and money , this study needed to char- acterize the cultural and archeological ...
Page
... significant result is a scientifically significant result . This fallacy plays on the ambiguity of the word " significant . " Knowledgeable statisticians recognize that regarding a result as statistically significant does not imply its ...
... significant result is a scientifically significant result . This fallacy plays on the ambiguity of the word " significant . " Knowledgeable statisticians recognize that regarding a result as statistically significant does not imply its ...
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