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 445
... objects can be for example different types of BOP's . The weight of these objects may vary from 50-250 tones . The objects weight makes them a large contributor to the total risk level regarding subsea equipment since a hit will cause ...
... objects can be for example different types of BOP's . The weight of these objects may vary from 50-250 tones . The objects weight makes them a large contributor to the total risk level regarding subsea equipment since a hit will cause ...
Page 447
... Objects 1000 meter Water Depth When calculating with a current speed of 1.0 m / s the pipe reach the terminal velocity after approx 14 seconds and the mud pump reach it after 4 seconds . Respectively the pipe need 43 seconds to hit the ...
... Objects 1000 meter Water Depth When calculating with a current speed of 1.0 m / s the pipe reach the terminal velocity after approx 14 seconds and the mud pump reach it after 4 seconds . Respectively the pipe need 43 seconds to hit the ...
Page 448
... objects with the crane and derrick are divided into three groups : pipes , box shaped objects and compact objects including BOP equipment . Cranelifts performed per year per crane are : 2000 ( pipes ) , 1300 ( box objects ) and 30 ( compact ...
... objects with the crane and derrick are divided into three groups : pipes , box shaped objects and compact objects including BOP equipment . Cranelifts performed per year per crane are : 2000 ( pipes ) , 1300 ( box objects ) and 30 ( compact ...
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