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 378
... direction and y in the wave front direction ( See Standard Notations , IAHR , 1989 ) . Assuming a zero - mean stationary and spatially homogeneous Gaussian process on deep water conditions , the vertical displacements can be formally ...
... direction and y in the wave front direction ( See Standard Notations , IAHR , 1989 ) . Assuming a zero - mean stationary and spatially homogeneous Gaussian process on deep water conditions , the vertical displacements can be formally ...
Page 405
... direction of wave and current at Site 1 : • 3 sectors for wave direction • 4 sectors for current direction For each directional combination , response surface para- meters ... directions In the direction of the wave propagation Bx1 = Bc 405.
... direction of wave and current at Site 1 : • 3 sectors for wave direction • 4 sectors for current direction For each directional combination , response surface para- meters ... directions In the direction of the wave propagation Bx1 = Bc 405.
Page 406
... direction Number O H ( m ) - T ( s ) Number 1 H ( m ) - T ( s ) Number 2 H ( m ) - T ( s ) W 1.5 - 10.7 7-19.3 5.4 - 17.1 · 3.6 14.4 SW 1.5-10.7 7-19.3 5.4 - 17.1 3.6 14.4 S 1.5 - 10.7 7 - 19.3 · 5.4 17.1 Number 3 H ( m ) - T ( s ) 3.6 ...
... direction Number O H ( m ) - T ( s ) Number 1 H ( m ) - T ( s ) Number 2 H ( m ) - T ( s ) W 1.5 - 10.7 7-19.3 5.4 - 17.1 · 3.6 14.4 SW 1.5-10.7 7-19.3 5.4 - 17.1 3.6 14.4 S 1.5 - 10.7 7 - 19.3 · 5.4 17.1 Number 3 H ( m ) - T ( s ) 3.6 ...
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