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 158
... respectively . Unfor- tunately , as shown by Frangopol and Curley ( 1987b ) , among others , this definition of redundancy has no applicability in as- sessing the overall strength capacity of a structural system . Another measure of ...
... respectively . Unfor- tunately , as shown by Frangopol and Curley ( 1987b ) , among others , this definition of redundancy has no applicability in as- sessing the overall strength capacity of a structural system . Another measure of ...
Page 257
... respectively . Therefore , given ẞp , or and 80 ' , the corresponding value of dog ' is calculated from equation ( 1 ) , and equations ( 3 ) - ( 5 ) are then used to evaluate the co - ordinates of points A , C and B , which are required ...
... respectively . Therefore , given ẞp , or and 80 ' , the corresponding value of dog ' is calculated from equation ( 1 ) , and equations ( 3 ) - ( 5 ) are then used to evaluate the co - ordinates of points A , C and B , which are required ...
Page 344
... respectively . It is also observed that there is only a 10 % probability of exceeding internal rates of return 19.7 % and 29.8 % , respectively . A company may define a ' worst case scenario ' as the Internal Rate of Return which is ...
... respectively . It is also observed that there is only a 10 % probability of exceeding internal rates of return 19.7 % and 29.8 % , respectively . A company may define a ' worst case scenario ' as the Internal Rate of Return which is ...
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