Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 80
Page 124
... range A. This stress range is modelled by a Weibull distribution Fso ( Ao ) = 1- exp ( - ( - > Δα A TABLE 1 : Basic variable distributions Basic Variables ( 40 ) ( 41 ) Initial crack size Crack initiation time Maximum crack size Life ...
... range A. This stress range is modelled by a Weibull distribution Fso ( Ao ) = 1- exp ( - ( - > Δα A TABLE 1 : Basic variable distributions Basic Variables ( 40 ) ( 41 ) Initial crack size Crack initiation time Maximum crack size Life ...
Page 130
... range of some object 9 ( N , CN , Y , B ) when one factor is considered , which is calculated by range analysis method ( Davies , 1978 ) , based on Table.7 . The effect on an object by one factor can be evaluated by means of the range ...
... range of some object 9 ( N , CN , Y , B ) when one factor is considered , which is calculated by range analysis method ( Davies , 1978 ) , based on Table.7 . The effect on an object by one factor can be evaluated by means of the range ...
Page 259
... range of ʼn encountered in practice . In design , residual stresses are usually accounted for in one of two ways . The first assumes a constant value of ʼn across the b / t range , which leads to a rapidly decaying residual stress , σ ...
... range of ʼn encountered in practice . In design , residual stresses are usually accounted for in one of two ways . The first assumes a constant value of ʼn across the b / t range , which leads to a rapidly decaying residual stress , σ ...
Contents
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
Extrapolation of Design Waves in the Gulf of Guineal | 33 |
Copyright | |
44 other sections not shown
Other editions - View all
Common terms and phrases
amplitude applied approximation assumed bending moment calculated coefficient component computed condition considered correlation corresponding crack growth crack length damage damping defined density function detected deterministic effect element Engineering equation estimated evaluation failure probability Figure fracture mechanics frequency fuzzy Gaussian given hindcast inspection integral joints limit state function linear load lognormal maintenance matrix maximum mean value method nonlinear normal normal distribution obtained offshore structures order statistics parameters partial safety factors plate platform probabilistic probability density probability density function probability of failure procedure random variables redundancy reliability analysis reliability index repair residual stresses response sample seastates shear ship shown significant wave height simulation spectra spectrum standard deviation statistical stiffness storm strength stress range structural reliability surface system reliability Table tendon tension tion transfer function uncertainty updated variation vector vector process vertical wave bending Weibull Weibull distribution welded yield stress