Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 160
... calculated on the basis of the method of Ochi and Mot- ter ( 1973 ) . Momentum slamming is not included . In the Ochi and Motter method , the maximum impact pressure p is calculated from an expression of the following type : p ( r ) ...
... calculated on the basis of the method of Ochi and Mot- ter ( 1973 ) . Momentum slamming is not included . In the Ochi and Motter method , the maximum impact pressure p is calculated from an expression of the following type : p ( r ) ...
Page 177
... calculated by means of spectral analyses , for both the previous service , and 20 years of Fife environment . The port side midship section is shown in Figure 3. This figure also shows the numbering and detail types for all ...
... calculated by means of spectral analyses , for both the previous service , and 20 years of Fife environment . The port side midship section is shown in Figure 3. This figure also shows the numbering and detail types for all ...
Page 540
... calculated . The most probable value ŷ , given by Equation [ 12 ] can then be transformed back to x - space using the inverse Box transformation x = { 3 , + 1 } " * - § . 5 , 240 [ 13 ] Using the data in Table 5 the distribution for the ...
... calculated . The most probable value ŷ , given by Equation [ 12 ] can then be transformed back to x - space using the inverse Box transformation x = { 3 , + 1 } " * - § . 5 , 240 [ 13 ] Using the data in Table 5 the distribution for the ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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acceptance criteria amplitude applied approach approximation assessment assumed axial force bending blowout buoy calculated coefficient components considered Cook Inlet crack growth defined developed distribution drilling Engineering equation estimated evaluation event extreme value distribution failure paths failure probability fatigue damage fatigue strength Figueira da Foz Figure frequency function given human error inspection installation jet fire joint kurtosis linear marine structures maxima measurements method nonlinear normal normally distributed North Sea Norway obtained offshore construction offshore structures operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedure random variables reliability analysis reliability index response risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulation SINTEF spectra spectrum statistical Statoil stochastic stress Table temperature tether uncertainty Weibull weld