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 147
The method involves first determining the extreme values , of the waves , currents and the responses , such as those with a 100 - year return period , and then deriving the pair of wave and current combinations by inverting the response ...
The method involves first determining the extreme values , of the waves , currents and the responses , such as those with a 100 - year return period , and then deriving the pair of wave and current combinations by inverting the response ...
Page 194
Extreme loads , important for fracture , which are caused by still water and extreme weather conditions and may lead to Inspection planning procedures for ship structures considering very large amplitude stresses . system effects are ...
Extreme loads , important for fracture , which are caused by still water and extreme weather conditions and may lead to Inspection planning procedures for ship structures considering very large amplitude stresses . system effects are ...
Page 459
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Artic Engineering Rio de Janeiro , Brazil , June 3-8 , 2001 OMAE2001 / S & R - 2179 EXTREME WAVE STEEPNESS ESTIMATED FROM ENVIRONMENTAL CONTOUR PLOTS CONTRA ...
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Artic Engineering Rio de Janeiro , Brazil , June 3-8 , 2001 OMAE2001 / S & R - 2179 EXTREME WAVE STEEPNESS ESTIMATED FROM ENVIRONMENTAL CONTOUR PLOTS CONTRA ...
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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