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 313
... surface and analyzed on return . Figure 1 shows the different phases of a pulse's reflection at a flat sea - surface . It can be seen that the amplitude of the returned pulse follows a constant slope with time , when the illuminated ...
... surface and analyzed on return . Figure 1 shows the different phases of a pulse's reflection at a flat sea - surface . It can be seen that the amplitude of the returned pulse follows a constant slope with time , when the illuminated ...
Page 404
... surface response model giving the global response of the structure as a function of the environmental parameters . The global function G can be expressed as : G = f ( Wave , Wind , Surface and Bottom currents ) In the local approach ...
... surface response model giving the global response of the structure as a function of the environmental parameters . The global function G can be expressed as : G = f ( Wave , Wind , Surface and Bottom currents ) In the local approach ...
Page 405
... surface para- meters were generated . The selection was done by fitting as well as possible the response surface between the most pro- bable and the extreme values . Figure 2 shows the combina- tions of wave and current selected to ...
... surface para- meters were generated . The selection was done by fitting as well as possible the response surface between the most pro- bable and the extreme values . Figure 2 shows the combina- tions of wave and current selected to ...
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