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 54
... example , have unexpected varying statistical characteristics through time , such as strong fluctuations in the sample mean . It is evident that variations , even if small , in the first order statistics induce variations in the ...
... example , have unexpected varying statistical characteristics through time , such as strong fluctuations in the sample mean . It is evident that variations , even if small , in the first order statistics induce variations in the ...
Page 448
... example . The rig is 90.0 meters long , 55.0 meters wide and the weather deck is 30 meters above sea level . The derrick is located in the centre of the rig . At seabed two templates are installed . The first ( Template 1 ) is located ...
... example . The rig is 90.0 meters long , 55.0 meters wide and the weather deck is 30 meters above sea level . The derrick is located in the centre of the rig . At seabed two templates are installed . The first ( Template 1 ) is located ...
Page 530
... example FEA process is given an average score for accuracy . Although FEA can be very accurate for plates and simple structures , it loses accuracy when welds and other important details must be included . The problems cited with the ...
... example FEA process is given an average score for accuracy . Although FEA can be very accurate for plates and simple structures , it loses accuracy when welds and other important details must be included . The problems cited with the ...
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