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 76
... parameters occurrence studies . This step aims at enhancing the previous extreme Hs coastal values , with associated To , 2 , Tp , Omean and Op parameters . Thus , the previous nearshore ( Hs , To2 , Tpeak , Omean and Opeak ) parameters ...
... parameters occurrence studies . This step aims at enhancing the previous extreme Hs coastal values , with associated To , 2 , Tp , Omean and Op parameters . Thus , the previous nearshore ( Hs , To2 , Tpeak , Omean and Opeak ) parameters ...
Page 128
... parameters obtained from the free roll decay curve and the random decrement curve . The method was extended by Haddara et al [ 1994 ] to identify the damping and restoring moment parameters . In this case the method was tested using ...
... parameters obtained from the free roll decay curve and the random decrement curve . The method was extended by Haddara et al [ 1994 ] to identify the damping and restoring moment parameters . In this case the method was tested using ...
Page 538
... parameters for each random variable , resulting in a vector of unknown model parameters ( 2,5 ) which effectively controls skewness and kurtosis , respectively . A procedure for estimating these parameters in the multivariate case is ...
... parameters for each random variable , resulting in a vector of unknown model parameters ( 2,5 ) which effectively controls skewness and kurtosis , respectively . A procedure for estimating these parameters in the multivariate case is ...
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