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 83
Page 88
... factors in the ith main- factor ( or the grades of the ith factor ) is expressed as : where w W1 = ( Wi ,, Wiz ' .... Wid ( 10 ) Wii ( i = 1 , 2 , ... , m ; j = 1,2 , ... , n ) is the weight of the jth sub - factor in the ith main - factor ...
... factors in the ith main- factor ( or the grades of the ith factor ) is expressed as : where w W1 = ( Wi ,, Wiz ' .... Wid ( 10 ) Wii ( i = 1 , 2 , ... , m ; j = 1,2 , ... , n ) is the weight of the jth sub - factor in the ith main - factor ...
Page 129
... factors would become easy to do when each combination of level of deterministic factors is fixed . At same time , the effect of the deterministic factors on fatigue life may be easily investigated when the probabilistic property of ...
... factors would become easy to do when each combination of level of deterministic factors is fixed . At same time , the effect of the deterministic factors on fatigue life may be easily investigated when the probabilistic property of ...
Page 130
... factors planned by Las ( 61 × 3 ° ) is fixed . By Table.7 , the effects of 6 determinisitic factors on distribution parameters of fatigue life may be dealt with , which is quite hard to be assessed from Equation ( 4 ) directely . Table ...
... factors planned by Las ( 61 × 3 ° ) is fixed . By Table.7 , the effects of 6 determinisitic factors on distribution parameters of fatigue life may be dealt with , which is quite hard to be assessed from Equation ( 4 ) directely . Table ...
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 |
Copyright | |
43 other sections not shown
Other editions - View all
Common terms and phrases
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