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 16
... load exceeding the ultimate strength in any element of a member . ( 3 ) A brittle fracture in an element due to a large quasi - static load ( the extreme load or the design load ) . It will be assumed that the system will fail when all ...
... load exceeding the ultimate strength in any element of a member . ( 3 ) A brittle fracture in an element due to a large quasi - static load ( the extreme load or the design load ) . It will be assumed that the system will fail when all ...
Page 212
... loads and moments are applied to this model which has 132 nodes and 186 elements as shown in Fig . 5 . The loads consist of wave loads and static loads ( self weight , variable loads and buoyancy ) . As for the wave load conditions ...
... loads and moments are applied to this model which has 132 nodes and 186 elements as shown in Fig . 5 . The loads consist of wave loads and static loads ( self weight , variable loads and buoyancy ) . As for the wave load conditions ...
Page 431
... load process space . This approach will now be outlined . LOAD SPACE FORMULATION Consider a structural system acted upon by : ( i ) n load processes Q ( t ) , and described by a number of deterministic parameters ; and ( ii ) the m ...
... load process space . This approach will now be outlined . LOAD SPACE FORMULATION Consider a structural system acted upon by : ( i ) n load processes Q ( t ) , and described by a number of deterministic parameters ; and ( ii ) the m ...
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