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 458
... scenarios , based on legislation , standards , codes and experience . Use them as design premises . For an existing installation base the scenarios on event analysis ( See description of event analysis below ) . b ) Define acceptance ...
... scenarios , based on legislation , standards , codes and experience . Use them as design premises . For an existing installation base the scenarios on event analysis ( See description of event analysis below ) . b ) Define acceptance ...
Page 459
... scenario descriptions will look quite similar to the example above . By defining general scenarios in an early stage of a project we fix design parameters crucial for the design of the process . To avoid unpleasant surprises later , the ...
... scenario descriptions will look quite similar to the example above . By defining general scenarios in an early stage of a project we fix design parameters crucial for the design of the process . To avoid unpleasant surprises later , the ...
Page 460
... scenarios . The principles used for filtering and classification of events into scenarios is described . 8. Recommended scenarios . The item contains description of the resulting scenarios . Observe that there is no consequence analysis ...
... scenarios . The principles used for filtering and classification of events into scenarios is described . 8. Recommended scenarios . The item contains description of the resulting scenarios . Observe that there is no consequence analysis ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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Common terms and phrases
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