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 | 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