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 105
... represents the foundation , or subgrade and shear moduli if a structure - foundation interface element is used ( Karadeniz , 1999 ) . In any case , all uncertainties related to the foundation are represented by a single uncertainty ...
... represents the foundation , or subgrade and shear moduli if a structure - foundation interface element is used ( Karadeniz , 1999 ) . In any case , all uncertainties related to the foundation are represented by a single uncertainty ...
Page 107
... represented by the significant wave height , H ,, then it is calculated from , 2 A = ang2 ( 22 ) where g is the gravitational acceleration , a is the shape parameter obtained from wave data so that it contains always uncertainties and ...
... represented by the significant wave height , H ,, then it is calculated from , 2 A = ang2 ( 22 ) where g is the gravitational acceleration , a is the shape parameter obtained from wave data so that it contains always uncertainties and ...
Page 319
... represents the IF x is A THEN y is B ) , then a fuzzy set B ' in V ( which represents the conclusion y is B ' ) is ... represented in equations ( 8 ) and ( 9 ) for an element type a , can be aggregated using the following evidential ...
... represents the IF x is A THEN y is B ) , then a fuzzy set B ' in V ( which represents the conclusion y is B ' ) is ... represented in equations ( 8 ) and ( 9 ) for an element type a , can be aggregated using the following evidential ...
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amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind