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 4
... expected time histories of the pressure fluctuation at locations 1-8 if a wave of given very large height H transits location 0 , ( ii ) the expected time histories of the pressure fluctuation at locations 1 ' - 8 ' if a wave of given ...
... expected time histories of the pressure fluctuation at locations 1-8 if a wave of given very large height H transits location 0 , ( ii ) the expected time histories of the pressure fluctuation at locations 1 ' - 8 ' if a wave of given ...
Page 241
... expected fatigue life of the not inspected joints . Generally , the updating is most effective when the inspection ... expected fatigue lives of the sample joints . Fig . 5 is relevant to the same case of Fig . 4 ( low correlation ) ...
... expected fatigue life of the not inspected joints . Generally , the updating is most effective when the inspection ... expected fatigue lives of the sample joints . Fig . 5 is relevant to the same case of Fig . 4 ( low correlation ) ...
Page 254
... expected service life costs . The total expected service life costs / benefits in principle includes the costs / benefits of failure , con- struction , inspection and modification of the structure and its use and finally demolition ...
... expected service life costs . The total expected service life costs / benefits in principle includes the costs / benefits of failure , con- struction , inspection and modification of the structure and its use and finally demolition ...
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