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 : Ti = ' I , i ' D , ik ( 21 ) Txt.k = TI , 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 : Ti = ' I , i ' D , ik ( 21 ) Txt.k = TI , 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 | 79 |
Reducing Simulation Lengths in Extreme Response Estimation of a Flexible Riser | 99 |
Copyright | |
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acceptance criteria ALARP applied approach assessment assumed blowout blowout frequency calculated coefficient collisions components considered Cook Inlet crack growth curve database defined developed distribution drilling effect elements Engineering equation estimated evaluation event extreme failure probability fatigue damage Figueira da Foz Figure function given human error inspection installation joint kurtosis limit linear load marine structures maxima mean measures method normal normally distributed North Sea Norway Norwegian offshore construction offshore structures OHRAT operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedures random variables reliability analysis response riser risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulations SINTEF spectra spectrum statistical Statoil stress Table temperature tether uncertainty values velocity water depth weld