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 130
... function , F. The hidden layer may consist of several neurons . Figure 1 shows a network with five neurons in the ... function G ( Aj ) . Different forms can be used for the activation function . In this work we use the hyperbolic ...
... function , F. The hidden layer may consist of several neurons . Figure 1 shows a network with five neurons in the ... function G ( Aj ) . Different forms can be used for the activation function . In this work we use the hyperbolic ...
Page 299
... function , and the remaining quantities are identical to those defined above . For this object function , a heavy penalty is put on underdesign . The resulting optimized value of the safety factor for the two object functions is shown ...
... function , and the remaining quantities are identical to those defined above . For this object function , a heavy penalty is put on underdesign . The resulting optimized value of the safety factor for the two object functions is shown ...
Page 344
... FUNCTION Let F denote a referential set with x as its element . membership function ' or ' characteristic function of x is : V xEF : H = ( x ) E ( 0 , 1 ) The ( 1 ) where [ 0,1 ] is the segment or closed interval from 0 to 1. A subset ...
... FUNCTION Let F denote a referential set with x as its element . membership function ' or ' characteristic function of x is : V xEF : H = ( x ) E ( 0 , 1 ) The ( 1 ) where [ 0,1 ] is the segment or closed interval from 0 to 1. A subset ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 79 |
Reducing Simulation Lengths in Extreme Response Estimation of a Flexible Riser | 99 |
Copyright | |
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acceptance criteria ALARP applied approach assessment assumed blowout blowout frequency calculated coefficient collisions components considered Cook Inlet crack growth curve database defined developed distribution drilling effect elements Engineering equation estimated evaluation event extreme failure probability fatigue damage Figueira da Foz Figure function given human error inspection installation joint kurtosis limit linear load marine structures maxima mean measures method normal normally distributed North Sea Norway Norwegian offshore construction offshore structures OHRAT operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedures random variables reliability analysis response riser risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulations SINTEF spectra spectrum statistical Statoil stress Table temperature tether uncertainty values velocity water depth weld