Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 151
... Computed Principal Curvatures for Example 4 . comp. 1991 OMAE - Volume II , Safety and Reliability ASME 1991 intensity of white noise ; time ; S step length So t u , uk u * X , x 8,8 ' , 8 ; ABSTRACT In the second - order reliability ...
... Computed Principal Curvatures for Example 4 . comp. 1991 OMAE - Volume II , Safety and Reliability ASME 1991 intensity of white noise ; time ; S step length So t u , uk u * X , x 8,8 ' , 8 ; ABSTRACT In the second - order reliability ...
Page 155
... computed by the proposed method employing u1 at the mean point and € = [ 0.1 0.1 ] . The details of the assumed criteria for con- vergence are described by Der Kiureghian and De Stefano ( 1990 ) . A rule was employed to stop the ...
... computed by the proposed method employing u1 at the mean point and € = [ 0.1 0.1 ] . The details of the assumed criteria for con- vergence are described by Der Kiureghian and De Stefano ( 1990 ) . A rule was employed to stop the ...
Page 196
... computed from Eq . ( 7 ) by application of the short- -term distributions are shown in Figures 7 and 8 for water depths of 70 m and 100 m , respectively . In each figure the distributions pertaining to both base shear and overturning ...
... computed from Eq . ( 7 ) by application of the short- -term distributions are shown in Figures 7 and 8 for water depths of 70 m and 100 m , respectively . In each figure the distributions pertaining to both base shear and overturning ...
Contents
Occurrence of Extreme Waves With Respect to Significant Wave Height | 1 |
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
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amplitude applied approximation assumed bending bending moment calculated coefficient component computed condition considered correlation corresponding crack growth crack length crest damage damping defects defined density function design point deterministic distribution effect element Engineering equation estimated evaluation example failure probability Figueira da Foz Figure fracture mechanics frequency fuzzy Gaussian given hindcast inspection integral joints linear load lognormal maintenance matrix maximum mean value method mooring nonlinear normal normal distribution obtained offshore structures parameters partial safety factors plate platform probabilistic probability density probability density function probability of failure procedure random variables ratio redundancy reliability analysis reliability index repair residual stresses response sample seastates shear ship shown significant wave height simulation spectra spectrum standard deviation statistical stochastic Stokes storm strength stress range structural reliability surface system reliability Table tendon tion transfer function uncertainty variation vector Weibull Weibull distribution welded yield stress