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 299
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering June 3-8 , 2001 , Rio de Janeiro , Brazil STOCHASTIC RESPONSE OF OFFSHORE STRUCTURES BY A NEW APPROACH TO STATISTICAL CUBICIZATION ...
Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and Arctic Engineering June 3-8 , 2001 , Rio de Janeiro , Brazil STOCHASTIC RESPONSE OF OFFSHORE STRUCTURES BY A NEW APPROACH TO STATISTICAL CUBICIZATION ...
Page 306
between the cubicization solution and the simulation data over the whole spectrum , while statistical ... Finally it is found that , in this case , statistics up to the fourth order , if used within the framework of the moment - based ...
between the cubicization solution and the simulation data over the whole spectrum , while statistical ... Finally it is found that , in this case , statistics up to the fourth order , if used within the framework of the moment - based ...
Page 431
Estimated statistical parameters and characteristic significant wave height ( in meters ) . Directional correlation is taken into account . Directional Qui B ; factor IN 1.25 5.11 m 7.3 m 7.8 m 0.79 2 NE 1.23 3.86 m 5.8 m 6.1 m 0.63 ЗЕ ...
Estimated statistical parameters and characteristic significant wave height ( in meters ) . Directional correlation is taken into account . Directional Qui B ; factor IN 1.25 5.11 m 7.3 m 7.8 m 0.79 2 NE 1.23 3.86 m 5.8 m 6.1 m 0.63 ЗЕ ...
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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