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 225
... analysis . Another major concern is the accuracy of the physical modelling ( structural analysis ) for the intact and damaged structures . The analysis needs to be repeated at every branch point , in order to calculate load ...
... analysis . Another major concern is the accuracy of the physical modelling ( structural analysis ) for the intact and damaged structures . The analysis needs to be repeated at every branch point , in order to calculate load ...
Page 228
... analysis and the structural risk management philosophy in the specific company , and ; the need to maintain calculation at a simple and repeatable levels . Furthermore , as system reliability analysis needs to make use of component ...
... analysis and the structural risk management philosophy in the specific company , and ; the need to maintain calculation at a simple and repeatable levels . Furthermore , as system reliability analysis needs to make use of component ...
Page 424
... analysis . QRA for offshore construction projects are always carried out with little access to reliable data sources . Competence in elicitation and use of expert opinions are therefore important for the reliability of QRA results . The ...
... analysis . QRA for offshore construction projects are always carried out with little access to reliable data sources . Competence in elicitation and use of expert opinions are therefore important for the reliability of QRA results . The ...
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