Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 2American Society of Mechanical Engineers, 1996 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 51
... calculated as 4√mo H , calculated √2 x ( root mean square wave height ) significant wave height ( generic term ) height of individual zero up - crossing wave H , calculated as the mean of the highest one - third zero up - cross waves ...
... calculated as 4√mo H , calculated √2 x ( root mean square wave height ) significant wave height ( generic term ) height of individual zero up - crossing wave H , calculated as the mean of the highest one - third zero up - cross waves ...
Page 53
... calculated as 4 times the standard deviation of the sea surface elevation over each successive 20 - minute period as calculated from the raw 5 Hz data 5 ( denoted as ' H_ ) . The T values in each of these top graphs are m derived as the ...
... calculated as 4 times the standard deviation of the sea surface elevation over each successive 20 - minute period as calculated from the raw 5 Hz data 5 ( denoted as ' H_ ) . The T values in each of these top graphs are m derived as the ...
Page 392
... calculations according to BS 8118 gave lower calculated values for both temper T4 and T6 . The difference was largest for the welded specimen and smallest for unwelded T6 specimens . Calculations were only made for tests at ambient ...
... calculations according to BS 8118 gave lower calculated values for both temper T4 and T6 . The difference was largest for the welded specimen and smallest for unwelded T6 specimens . Calculations were only made for tests at ambient ...
Contents
PROBABILISTIC MODELLING OF THE ENVIRONMENT AND RESPONSE | 1 |
A Nonlinear Model | 29 |
Spectral Bandwidth | 59 |
Copyright | |
6 other sections not shown
Other editions - View all
Common terms and phrases
Adriatic Sea airgap applied approach assessment assumed calculated capacity coefficient collapse components considered Cook Inlet corrosion crack criteria damage deck defined Det Norske Veritas deterministic developed Dogliani effects Engineering environmental equation escalation estimated evacuation evaluated event explosion extreme value extreme value distribution failure modes failure probability fatigue Figure frequency function Guedes Soares hazard hindcast Hoop Stress hull ignition initial inspection jack-up joint limit linear load mean value measured method mooring nonlinear North Sea offshore structures operation optimisation parameters passive fire protection plate platform predictions pressure probabilistic probability density function probability distribution probability of failure procedure random variables reliability analysis reliability index response riser risk Safety and Reliability safety factors scenarios section modulus ship significant wave height simulation SORM statistical stochastic strength structural reliability Table temperature towing uncertainties vector Weibull distribution wind