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 319
... possible mode Plate Yield : 1.80 , using eq . ( 1 ) for the o - o - c modal amplitudes 1.75 , for o - o - c with 0.5 % R amplitude in the worst possible mode Frame Tripping : 2.00 Interframe Shell Collapse : 1.55 , for 1 < Pm / Pc5 ...
... possible mode Plate Yield : 1.80 , using eq . ( 1 ) for the o - o - c modal amplitudes 1.75 , for o - o - c with 0.5 % R amplitude in the worst possible mode Frame Tripping : 2.00 Interframe Shell Collapse : 1.55 , for 1 < Pm / Pc5 ...
Page 460
... possible combinations of leak location and ignition location in the definition of a representative scenario . However , the probability distributions for location of leak and ignition points are possible to influence by use of design ...
... possible combinations of leak location and ignition location in the definition of a representative scenario . However , the probability distributions for location of leak and ignition points are possible to influence by use of design ...
Page 492
... possible accident scenarios ( i.e. the chains of events that can lead to trouble ) , 2 ) the consequences of the scenarios , and 3 ) the probability of these scenarios . A widely used method for quantitative risk analysis is the so ...
... possible accident scenarios ( i.e. the chains of events that can lead to trouble ) , 2 ) the consequences of the scenarios , and 3 ) the probability of these scenarios . A widely used method for quantitative risk analysis is the so ...
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