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 wave in ...
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 wave in ...
Page 460
Herein the " response " quantity of interest is the average wave steepness and
therefore an environmental contour plot of significant wave height and zero -
crossing / spectral peak period is considered . We define a limit state as S , =
21H00 gł ...
Herein the " response " quantity of interest is the average wave steepness and
therefore an environmental contour plot of significant wave height and zero -
crossing / spectral peak period is considered . We define a limit state as S , =
21H00 gł ...
Page 465
The environmental contour plots maybe use to control accuracy of environmental
data as well as to study other environmental characteristics , average wave
steepness is only one of them . Further investigations of extreme wave steepness
as ...
The environmental contour plots maybe use to control accuracy of environmental
data as well as to study other environmental characteristics , average wave
steepness is only one of them . Further investigations of extreme wave steepness
as ...
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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 expressed extreme factor failure fatigue Figure force frequency function fuzzy given growth 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 storm strength stress structure surface Table theory typical uncertainty variables wave height wind