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 101
... complete simulated time series in Fig . 5 ( left ) . The n maxima from the complete simulation are sorted in ascending order : X1 , X2 , ... X and are assigned the corresponding cumulative probability : F2 ( X ) = = +1 i n + 1 For the ...
... complete simulated time series in Fig . 5 ( left ) . The n maxima from the complete simulation are sorted in ascending order : X1 , X2 , ... X and are assigned the corresponding cumulative probability : F2 ( X ) = = +1 i n + 1 For the ...
Page 223
... complete structures and assemblies in multiple failure modes , has not yet made a significant impact on offshore structural engineering . One of the main problems with complete system level analysis is the large demand on computational ...
... complete structures and assemblies in multiple failure modes , has not yet made a significant impact on offshore structural engineering . One of the main problems with complete system level analysis is the large demand on computational ...
Page 230
... complete collapse of a structure ; collapse of one of the main structural sub - assemblies ; excessive displacement / deformation ; system failure probability remaining essentially constant with any additional failure elements or ...
... complete collapse of a structure ; collapse of one of the main structural sub - assemblies ; excessive displacement / deformation ; system failure probability remaining essentially constant with any additional failure elements or ...
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