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 29
... dependent on △ and A which , for a two - way nested application , are dependent on the location of the grid point to be com- puted . Additionally , for grid points belonging to the border between areas of different resolutions ( see ...
... dependent on △ and A which , for a two - way nested application , are dependent on the location of the grid point to be com- puted . Additionally , for grid points belonging to the border between areas of different resolutions ( see ...
Page 238
... dependent ( common between the joints i and k ) parts of the variable T. In this way , given two joints i and k , the relevant variables Ti and Txt , k will be expressed as : T1 = " Li ' D , ik ( 21 ) Txt , k = , k ' D , ik ( 22 ) As ...
... dependent ( common between the joints i and k ) parts of the variable T. In this way , given two joints i and k , the relevant variables Ti and Txt , k will be expressed as : T1 = " Li ' D , ik ( 21 ) Txt , k = , k ' D , ik ( 22 ) As ...
Page 462
... dependent of its duration . This is the case for structure as well as process equipment . Consequently also the acceptance criteria must have some kind of relation to time . This has also influence on the consequence predictions ; they ...
... dependent of its duration . This is the case for structure as well as process equipment . Consequently also the acceptance criteria must have some kind of relation to time . This has also influence on the consequence predictions ; they ...
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