Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 2American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 42
... performed at Barbara C ( a measurement for 20 ' every hour of wave height and period , and wind speed and direction , for the period 1982-1985 ) ; 3 - hour wave heights and periods collected on three platforms located along the coast of ...
... performed at Barbara C ( a measurement for 20 ' every hour of wave height and period , and wind speed and direction , for the period 1982-1985 ) ; 3 - hour wave heights and periods collected on three platforms located along the coast of ...
Page 140
... performed in the Ocean Basin , a large number of measurements were performed . For the long flexible model , horizontal and vertical deflections were measured at three locations ( 1 / 3 - point , midpoint and 2 / 3 - point ) . Further ...
... performed in the Ocean Basin , a large number of measurements were performed . For the long flexible model , horizontal and vertical deflections were measured at three locations ( 1 / 3 - point , midpoint and 2 / 3 - point ) . Further ...
Page 340
... performed . If all cracks found during the inspection were below a = 1.61 in ( 40.8 mm ) , then the largest of these cracks , considered as a random variable , could be used to determine an estimate for the remaining safe life . The ...
... performed . If all cracks found during the inspection were below a = 1.61 in ( 40.8 mm ) , then the largest of these cracks , considered as a random variable , could be used to determine an estimate for the remaining safe life . The ...
Contents
PROBABILISTIC MODELLING OF THE ENVIRONMENT AND RESPONSE | 1 |
A Nonlinear Model | 29 |
Spectral Bandwidth | 59 |
Copyright | |
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Common terms and phrases
Adriatic Sea airgap applied approach assessment assumed calculated capacity coefficient collapse components considered Cook Inlet corrosion crack criteria damage deck defined Det Norske Veritas deterministic developed Dogliani effects Engineering environmental equation escalation estimated evacuation evaluated event explosion extreme value extreme value distribution failure modes failure probability fatigue Figure frequency function Guedes Soares hazard hindcast Hoop Stress hull ignition initial inspection jack-up joint limit linear load mean value measured method mooring nonlinear North Sea offshore structures operation optimisation parameters passive fire protection plate platform predictions pressure probabilistic probability density function probability distribution probability of failure procedure random variables reliability analysis reliability index response riser risk Safety and Reliability safety factors scenarios section modulus ship significant wave height simulation SORM statistical stochastic strength structural reliability Table temperature towing uncertainties vector Weibull distribution wind