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 9
... described and different methods are presented to fill missing values in the series . For small gaps it is possible to forecast from models adjusted to partial series , but for large gaps a method is proposed to account for the spatial ...
... described and different methods are presented to fill missing values in the series . For small gaps it is possible to forecast from models adjusted to partial series , but for large gaps a method is proposed to account for the spatial ...
Page 189
... described in the British Standards Institute ( BSI ) PD 64933 ( 1991 ) . Tests indicate that this is a conservative assumption ( see Fig . 3 ) . A crack aspect ratio ( 2C / a , where 2C = length , a = depth ) of 10 is assumed . Repair ...
... described in the British Standards Institute ( BSI ) PD 64933 ( 1991 ) . Tests indicate that this is a conservative assumption ( see Fig . 3 ) . A crack aspect ratio ( 2C / a , where 2C = length , a = depth ) of 10 is assumed . Repair ...
Page 257
... described how Bayesian preposterior experiment planning can be performed if a linear regression model is used . However , in many sit- uations the data available or physical knowledge indi- cate that a non - linear model could be a more ...
... described how Bayesian preposterior experiment planning can be performed if a linear regression model is used . However , in many sit- uations the data available or physical knowledge indi- cate that a non - linear model could be a more ...
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