Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 233
The local environmental climate . 2. Structural configuration . 3 . The codes of practice used as guidance in the design of the structure . Features of the local environmental climate that are important include the size of the design ...
The local environmental climate . 2. Structural configuration . 3 . The codes of practice used as guidance in the design of the structure . Features of the local environmental climate that are important include the size of the design ...
Page 460
Corresponding to ( 1 ) the 100- “ response " quantity of interest is the average wave steepness and year steepness is : therefore an environmental contour plot of significant wave height and zero - crossing / spectral peak period is ...
Corresponding to ( 1 ) the 100- “ response " quantity of interest is the average wave steepness and year steepness is : therefore an environmental contour plot of significant wave height and zero - crossing / spectral peak period is ...
Page 464
It is shown that the extreme wave steepness estimates provided by the environmental contour plots can not be uncritically compared with ones recommended by the traditional design practice . In most cases combinations of Hs and Tz ( or ...
It is shown that the extreme wave steepness estimates provided by the environmental contour plots can not be uncritically compared with ones recommended by the traditional design practice . In most cases combinations of Hs and Tz ( or ...
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind