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 8
... Pressure Ан , Ан , Design Window APPROACH A .... and The first point to be emphasized is that there are in fact two kinds of pressure - area relationships . Figure 2 shows these in schematic form . Figure 2 ( a ) illustrates the case ...
... Pressure Ан , Ан , Design Window APPROACH A .... and The first point to be emphasized is that there are in fact two kinds of pressure - area relationships . Figure 2 shows these in schematic form . Figure 2 ( a ) illustrates the case ...
Page 306
... pressure of 0.15 bar . However , during the detail enginering safety studies , it appeared that this pressure value for various reasons was too low for specific areas . Further studies showed that the main deck in the compression and ...
... pressure of 0.15 bar . However , during the detail enginering safety studies , it appeared that this pressure value for various reasons was too low for specific areas . Further studies showed that the main deck in the compression and ...
Page 428
... pressure of stringer stiffener - shell combination : p . = 16 A. [ z . ] o , ( viii ) ( ix ) ( x ) S Kp = 0.25 + 0.85g / 500 , for g≤ 500 Sem = ( 1.05 λ 1.05 0.28 22 CL = S Elastic critical stress for column - shell combination : | R ...
... pressure of stringer stiffener - shell combination : p . = 16 A. [ z . ] o , ( viii ) ( ix ) ( x ) S Kp = 0.25 + 0.85g / 500 , for g≤ 500 Sem = ( 1.05 λ 1.05 0.28 22 CL = S Elastic critical stress for column - shell combination : | R ...
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