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 26
... mean parameters ( wave mean direction , mean frequency and mean energy ) along with a linear adjust- ment of the spectra to these parameters . Let F1 ( 0 , f ) , F2 ( 0 , f ) be the the wave spectra to be interpolated while A12 is the ...
... mean parameters ( wave mean direction , mean frequency and mean energy ) along with a linear adjust- ment of the spectra to these parameters . Let F1 ( 0 , f ) , F2 ( 0 , f ) be the the wave spectra to be interpolated while A12 is the ...
Page 55
... mean and standard deviation , has approximately a N ( 0,1 ) distribution , hence one can give an approximate 100 × ( 1 - a ) % confidence interval for the mean μ ,, Za / 2 X SJ = , J + Za / 2 × 248 SJ √248 where Za / 2 is the quantile ...
... mean and standard deviation , has approximately a N ( 0,1 ) distribution , hence one can give an approximate 100 × ( 1 - a ) % confidence interval for the mean μ ,, Za / 2 X SJ = , J + Za / 2 × 248 SJ √248 where Za / 2 is the quantile ...
Page 130
... mean value of roll angle , the mean value of the roll velocity and a bias , μ1 = 1. The relationship between this input vector and the input to the hidden layer is given as : Aj = Wj ; M + W ; 2 M2 + W Wj3 ( 4 ) where wki is the ...
... mean value of roll angle , the mean value of the roll velocity and a bias , μ1 = 1. The relationship between this input vector and the input to the hidden layer is given as : Aj = Wj ; M + W ; 2 M2 + W Wj3 ( 4 ) where wki is 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