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 81
Page 218
... limit state Eqs . 13 and 14 , respectively , I is an equivalent inspection event which can be expressed as ( Jiao , 1989 ) : Theoretically , the updating problem described in Eq . 21 can be estimated by -P ( LsOnMx = x ) ax P ( Ls0 | M1 ...
... limit state Eqs . 13 and 14 , respectively , I is an equivalent inspection event which can be expressed as ( Jiao , 1989 ) : Theoretically , the updating problem described in Eq . 21 can be estimated by -P ( LsOnMx = x ) ax P ( Ls0 | M1 ...
Page 281
... limit state design . This involves the following tasks being accomplished : -A proper environmental condition including 100 - year sea state ( significant wave height with associated peak period , a realistic current profile , usually ...
... limit state design . This involves the following tasks being accomplished : -A proper environmental condition including 100 - year sea state ( significant wave height with associated peak period , a realistic current profile , usually ...
Page 299
... Limit State The calibration procedure as such is identical to that for the Ultimate Limit State . The two object functions are also the same as before . The resulting optimal ( central ) safety factors are presented in Table 10 for ...
... Limit State The calibration procedure as such is identical to that for the Ultimate Limit State . The two object functions are also the same as before . The resulting optimal ( central ) safety factors are presented in Table 10 for ...
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