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 431
... causes The six blowouts with external causes were all , except one , in very shallow waters ( less than 15 metres ) . The one blowout not in shallow water was Piper Alpha which was caused by a fire . Of the five other blowouts , two were ...
... causes The six blowouts with external causes were all , except one , in very shallow waters ( less than 15 metres ) . The one blowout not in shallow water was Piper Alpha which was caused by a fire . Of the five other blowouts , two were ...
Page 434
... caused by external loads are excluded . PHASE No ign- Immediate igni- Delayed ition Total tion ( within 5 ignition mins ) Blowout flowpaths In Table 10 the experienced blowout flowpaths are presented . TABLE 10 Blowout flowpaths for the ...
... caused by external loads are excluded . PHASE No ign- Immediate igni- Delayed ition Total tion ( within 5 ignition mins ) Blowout flowpaths In Table 10 the experienced blowout flowpaths are presented . TABLE 10 Blowout flowpaths for the ...
Page 473
... caused expensive structural repair work . The collision on Ula also caused vibration giving production loss on the field . Except from the incident at Oseberg ; information about collision velocities are not available . THE CAUSES OF ...
... caused expensive structural repair work . The collision on Ula also caused vibration giving production loss on the field . Except from the incident at Oseberg ; information about collision velocities are not available . THE CAUSES OF ...
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