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 29
These skewed aspects will tend to increase both wave crests and troughs , with roughly offsetting effects on the resulting peak - totrough wave height . This suggests that less nonlinear effects will be shown by wave heights than by the ...
These skewed aspects will tend to increase both wave crests and troughs , with roughly offsetting effects on the resulting peak - totrough wave height . This suggests that less nonlinear effects will be shown by wave heights than by the ...
Page 206
For low correlation , the first factor predominates and consequently the risk of second failure increases with first failure time . ... For correlation equal to 60 % , the increase of safety during repair with number ...
For low correlation , the first factor predominates and consequently the risk of second failure increases with first failure time . ... For correlation equal to 60 % , the increase of safety during repair with number ...
Page 275
It can be observed that increasing the transverse load decreases B , and increase the spreading of the curves , which have a range close to one for small The reliability was formulated with a FORM method and it was shown that the ...
It can be observed that increasing the transverse load decreases B , and increase the spreading of the curves , which have a range close to one for small The reliability was formulated with a FORM method and it was shown that the ...
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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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Common terms and phrases
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