Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 22
The velocity potential on the free surface can be calculated from a similar transformation . Estimates of the horizontal and vertical velocities on the free surface can then be calculated from the kinematic boundary conditions ...
The velocity potential on the free surface can be calculated from a similar transformation . Estimates of the horizontal and vertical velocities on the free surface can then be calculated from the kinematic boundary conditions ...
Page 205
It only costs 84 times of structural analysis , which by no means can be beaten by even the most efficient Monte Carlo technique . The process of adaptive refinement is given in Table 6 ; the final response surface is given ...
It only costs 84 times of structural analysis , which by no means can be beaten by even the most efficient Monte Carlo technique . The process of adaptive refinement is given in Table 6 ; the final response surface is given ...
Page 376
The most important parameters influencing the collision process are in general found to be : Riser spacing , riser tension , nature of pipe surface ( e.g. with or without connectors or flanges ) , ocean current ( velocity , direction ...
The most important parameters influencing the collision process are in general found to be : Riser spacing , riser tension , nature of pipe surface ( e.g. with or without connectors or flanges ) , ocean current ( velocity , direction ...
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind