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 106
Uncertainties in the wave loading arise from the force coefficients , Cd and cm , which are assumed to be independent , and marine growths . Uncertainties in Ap can be considered in the drag force coefficient .
Uncertainties in the wave loading arise from the force coefficients , Cd and cm , which are assumed to be independent , and marine growths . Uncertainties in Ap can be considered in the drag force coefficient .
Page 149
The inertial force as defined in Equation 2 is added to give the total in - line force . a 2.3 Dynamic Case General In ... due to its simplistic models for the hydrodynamic and pipe - soil interaction forces ; but it is believed to be ...
The inertial force as defined in Equation 2 is added to give the total in - line force . a 2.3 Dynamic Case General In ... due to its simplistic models for the hydrodynamic and pipe - soil interaction forces ; but it is believed to be ...
Page 300
For both quadratization and cubicization methods , Kareem and coworkers [ 2,3 ] developed an alternative approach based on expanding the Morison drag force in a Taylor series in terms of the first - order response , whose Gaussianity is ...
For both quadratization and cubicization methods , Kareem and coworkers [ 2,3 ] developed an alternative approach based on expanding the Morison drag force in a Taylor series in terms of the first - order response , whose Gaussianity is ...
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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