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 167
The mean crossing rate is then obtained as 003 ; ) ν = ΣΙ Pm - , ( h , m + y ( i ) ; Cm + 1 ( 1 ) ( a , Ra ; ) ( 16 ) m T.比 V2л m + $ 2lB ;. B ; ; Pij ) PM – 1 ( h ;; ( i ) ; C , ; ( i ) ) sj ] m1-1 = T s f ( z , ż | s ) ff ( s ) ...
The mean crossing rate is then obtained as 003 ; ) ν = ΣΙ Pm - , ( h , m + y ( i ) ; Cm + 1 ( 1 ) ( a , Ra ; ) ( 16 ) m T.比 V2л m + $ 2lB ;. B ; ; Pij ) PM – 1 ( h ;; ( i ) ; C , ; ( i ) ) sj ] m1-1 = T s f ( z , ż | s ) ff ( s ) ...
Page 208
The mean values of ad , u = 3mm and p = 1.1mm , were computed , respectively , based on the reliability of the following ... In the MPI , the mean value u = 3mm is obtained assuming that the probability of detection a 75mm long crack is ...
The mean values of ad , u = 3mm and p = 1.1mm , were computed , respectively , based on the reliability of the following ... In the MPI , the mean value u = 3mm is obtained assuming that the probability of detection a 75mm long crack is ...
Page 259
For example , Faulkner [ 1 ] , [ 21 ] suggests mean values of 1 of 4.50 - 6.00 with a coefficient of variation of 0.07 - 0.10 for marine structures after fabrication and lower values of 3.00 - 4.50 after shake - out at sea .
For example , Faulkner [ 1 ] , [ 21 ] suggests mean values of 1 of 4.50 - 6.00 with a coefficient of variation of 0.07 - 0.10 for marine structures after fabrication and lower values of 3.00 - 4.50 after shake - out at sea .
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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 | |
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amplitude analysis applied approach approximation assumed bending calculated coefficient component computed condition considered correlation corresponding costs crack damage defects defined density depends described determined developed deviation direction distribution dominated effect element Engineering equation estimated evaluation event example expected expressed factors failure fatigue Figure force frequency function given important increase initial inspection integral joints length limit linear load maintenance material matrix maximum mean measured method normal observed obtained offshore structures parameters peak performed period plate platform possible presented probabilistic probability problem procedure random variables range reliability repair Report represented respectively response safety sample ship shown shows significant simulation spectra standard statistical stochastic storm strength stress structural surface Table tendon term tion uncertainty variables variation vector wave height yield