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 305
Cubicuation Lincanzation Simulation ( x Ixlu Water depth in still water Total length of the columns Diameter of the columns Mean wetted length for each column Column spacing d = 72 m L = 80m D = 2.6 m w Cubicization Linearization 0 ...
Cubicuation Lincanzation Simulation ( x Ixlu Water depth in still water Total length of the columns Diameter of the columns Mean wetted length for each column Column spacing d = 72 m L = 80m D = 2.6 m w Cubicization Linearization 0 ...
Page 306
between the cubicization solution and the simulation data over the whole spectrum , while statistical linearization underestimates the high - frequency resonance response due to nonlinear super - harmonic effects .
between the cubicization solution and the simulation data over the whole spectrum , while statistical linearization underestimates the high - frequency resonance response due to nonlinear super - harmonic effects .
Page 393
The assessment of a mooring system usually involves a combination of model testing and numerical simulations . for which time domain simulation is nowadays a common method . This technique allows to account for the randomness of ...
The assessment of a mooring system usually involves a combination of model testing and numerical simulations . for which time domain simulation is nowadays a common method . This technique allows to account for the randomness of ...
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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