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 103
Besides uncertainties associated with the modelling of structures and the random wave environment , there are also uncertainties arising from degradation of member stiffness due to a joint flexibility and ovalization of member cross ...
Besides uncertainties associated with the modelling of structures and the random wave environment , there are also uncertainties arising from degradation of member stiffness due to a joint flexibility and ovalization of member cross ...
Page 238
Platform dynamics play an important role in amplifying the stresses associated with short period waves . The fatigue life of the brace to caisson joint was calculated in accordance with the API RP2A WSD 20 Ed , and was found to be 567 ...
Platform dynamics play an important role in amplifying the stresses associated with short period waves . The fatigue life of the brace to caisson joint was calculated in accordance with the API RP2A WSD 20 Ed , and was found to be 567 ...
Page 269
In the evaluation of the characteristics and the uncertainties associated with the earthquake sources and their effects on the interest sites , we take into account the characterization of the earthquake sources , the effect of the ...
In the evaluation of the characteristics and the uncertainties associated with the earthquake sources and their effects on the interest sites , we take into account the characterization of the earthquake sources , the effect of the ...
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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