Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 91
Page 130
... shows the particulars of the model . A JONSWAP spectrum was used to model the waves . The model tested in beam waves . The length of the roll record was 400 seconds , data points were sampled at a rate of 20 Hz . Figure 2 , shows the ...
... shows the particulars of the model . A JONSWAP spectrum was used to model the waves . The model tested in beam waves . The length of the roll record was 400 seconds , data points were sampled at a rate of 20 Hz . Figure 2 , shows the ...
Page 227
Experience shows that these search algorithms may sometimes miss the most critical failure path altogether . The ẞ unzipping method , however , was believed to be quite effective if the structural system is dominated by a " weak link ...
Experience shows that these search algorithms may sometimes miss the most critical failure path altogether . The ẞ unzipping method , however , was believed to be quite effective if the structural system is dominated by a " weak link ...
Page 249
... shows the same mean value as assumed in design and then reduce the COV from 25 % to 15 % . Uncertainty in fatigue loading is less important in the FM approach than in the SN approach and the effect of load measurements will therefore be ...
... shows the same mean value as assumed in design and then reduce the COV from 25 % to 15 % . Uncertainty in fatigue loading is less important in the FM approach than in the SN approach and the effect of load measurements will therefore be ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
25 other sections not shown
Other editions - View all
Common terms and phrases
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