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 47
... function of the length and width of the field , the location of the sample point within the field , and the underlying semivariogram model . The computation of г ( S , z ) involves integration and can be very tedious . Fortunately , a ...
... function of the length and width of the field , the location of the sample point within the field , and the underlying semivariogram model . The computation of г ( S , z ) involves integration and can be very tedious . Fortunately , a ...
Page 142
... functions as the argument approaches infinity are studied in asymptotic analysis . An asymp- totic approximation for a function f ( x ) as roo is another function h ( x ) such that or in another form lim f ( x ) h ( x ) = 1 818 f ( x ) ...
... functions as the argument approaches infinity are studied in asymptotic analysis . An asymp- totic approximation for a function f ( x ) as roo is another function h ( x ) such that or in another form lim f ( x ) h ( x ) = 1 818 f ( x ) ...
Page 143
... function P ( ẞF ) as ß - → ∞ depending on the structure of F. There are three cases : 1. The function g is a linear function , i.e. g ( x1 , ... , xn ) Σ = 1 α ; τ ; - b . Then : P ( BF ) = ( −ẞ ) . = ( 18 ) 2. The function g is a ...
... function P ( ẞF ) as ß - → ∞ depending on the structure of F. There are three cases : 1. The function g is a linear function , i.e. g ( x1 , ... , xn ) Σ = 1 α ; τ ; - b . Then : P ( BF ) = ( −ẞ ) . = ( 18 ) 2. The function g is a ...
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