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 159
... defined as Nwave cycl = O + v + w 2π ( 24 ) in which v and w are the angles shown in Figure 2. A reasonable choice of a representative path can be the one defined as the second order Taylor polynomial in Eq . ( 9 ) with phase angle defined ...
... defined as Nwave cycl = O + v + w 2π ( 24 ) in which v and w are the angles shown in Figure 2. A reasonable choice of a representative path can be the one defined as the second order Taylor polynomial in Eq . ( 9 ) with phase angle defined ...
Page 182
... defined using the FEA [ 8 ] and are given in Table 6. These factors include also the difference between a simple beam model defined in [ 10 ] and the FEA model . This is the reason why for side shell Kb is lower then Ka and equals 1.00 ...
... defined using the FEA [ 8 ] and are given in Table 6. These factors include also the difference between a simple beam model defined in [ 10 ] and the FEA model . This is the reason why for side shell Kb is lower then Ka and equals 1.00 ...
Page 402
... defined " exact " limits of acceptability . The NPD regulations state that ALARP considerations are important , but these are limited to analysis of risk reduction measures , not the actual acceptance of risk . In fact , the NPD definition ...
... defined " exact " limits of acceptability . The NPD regulations state that ALARP considerations are important , but these are limited to analysis of risk reduction measures , not the actual acceptance of risk . In fact , the NPD definition ...
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