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 152
Both traditional criteria and response - based criteria were derived for this data set , following the techniques outlined in Section 3.1 . The wave data are first segmented into directional sectors , based on the directionality of the ...
Both traditional criteria and response - based criteria were derived for this data set , following the techniques outlined in Section 3.1 . The wave data are first segmented into directional sectors , based on the directionality of the ...
Page 427
Proceedings of OMAE'01 : 20th International Conference on Offshore Mechanics and Arctic Engineering June 3-8 , 2001 , Rio de Janeiro , Brazil A RATIONAL PROCEDURE FOR DETERMINATION OF DIRECTIONAL INDIVIDUAL DESIGN WAVE HEIGHTS ...
Proceedings of OMAE'01 : 20th International Conference on Offshore Mechanics and Arctic Engineering June 3-8 , 2001 , Rio de Janeiro , Brazil A RATIONAL PROCEDURE FOR DETERMINATION OF DIRECTIONAL INDIVIDUAL DESIGN WAVE HEIGHTS ...
Page 428
It is assumed that an offshore platform is designed by checking the platform for the loads from the design situations from the eight directional sectors and that the design waves are modelled by a regular wave theory as for instance ...
It is assumed that an offshore platform is designed by checking the platform for the loads from the design situations from the eight directional sectors and that the design waves are modelled by a regular wave theory as for instance ...
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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