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 178
The estimation of the combined first - order ( linear ) and second - order ( quadratic ) extreme surge response can ... This is based on the separate estimation of the extreme linear and quadratic responses combined with information on ...
The estimation of the combined first - order ( linear ) and second - order ( quadratic ) extreme surge response can ... This is based on the separate estimation of the extreme linear and quadratic responses combined with information on ...
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 388
If the control scheme is based on the measured ( or estimated ) mean value of the riser response , such dynamic response components are not taken into account . If the additional dynamic response is significant , control schemes ...
If the control scheme is based on the measured ( or estimated ) mean value of the riser response , such dynamic response components are not taken into account . If the additional dynamic response is significant , control schemes ...
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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