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 349
... installations must be designed to sufficiently resist potential accidental loads . Furthermore , the operator's management system must both enable safe operation of the installation and provide adequate response to accidents , should ...
... installations must be designed to sufficiently resist potential accidental loads . Furthermore , the operator's management system must both enable safe operation of the installation and provide adequate response to accidents , should ...
Page 350
... ( installation ) performance criteria which comprise aspects such as : • Installation lifetime · • Required production rates Start - up date Product specification ( and hence process system ) Availability of an installation for production ...
... ( installation ) performance criteria which comprise aspects such as : • Installation lifetime · • Required production rates Start - up date Product specification ( and hence process system ) Availability of an installation for production ...
Page 469
... installation shall remain intact . This time is linked to time for evacuation . This is done under the firm belief that once personnel have left the installation by lifeboats and rafts , they have a high probability of being rescued ...
... installation shall remain intact . This time is linked to time for evacuation . This is done under the firm belief that once personnel have left the installation by lifeboats and rafts , they have a high probability of being rescued ...
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