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 37
Cyx 1 in HP = - - ° х [ Cyx 2x InHoy + cxt + cb . ay in H + dyx ] - by ( 8 ) Х and d were found from storm to storm and the ух uncertainty on the estimated coefficients was adjusted to account for this additional source of variation .
Cyx 1 in HP = - - ° х [ Cyx 2x InHoy + cxt + cb . ay in H + dyx ] - by ( 8 ) Х and d were found from storm to storm and the ух uncertainty on the estimated coefficients was adjusted to account for this additional source of variation .
Page 56
It appears that the major contribution to the total uncertainty comes from the uncertainty in the environmental loading , i.e. , first of all the uncertainty in the maximum significant wave height in the extreme storm model and in the ...
It appears that the major contribution to the total uncertainty comes from the uncertainty in the environmental loading , i.e. , first of all the uncertainty in the maximum significant wave height in the extreme storm model and in the ...
Page 86
Because of this , another type of uncertainty - fuzzy factor will exist in the prediction of the long - term stress distribution for offshore structures ( Fang & Chen , 1990 ) . The fuzzy uncertainties arise from the lack of sufficient ...
Because of this , another type of uncertainty - fuzzy factor will exist in the prediction of the long - term stress distribution for offshore structures ( Fang & Chen , 1990 ) . The fuzzy uncertainties arise from the lack of sufficient ...
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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