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 127
... determined by code design Diameter of optimised caisson , and diameter determined by code design Proportion of the effective hydrodynamic cross section due to the caisson Proportion of variable costs Wave height , design wave height ...
... determined by code design Diameter of optimised caisson , and diameter determined by code design Proportion of the effective hydrodynamic cross section due to the caisson Proportion of variable costs Wave height , design wave height ...
Page 131
... determined from an economic analysis with notional values . Moan ( 1998 ) provides a detailed discussion . The values determined here may be applied in a relative sense however . The present value function , PVF , is used to discount ...
... determined from an economic analysis with notional values . Moan ( 1998 ) provides a detailed discussion . The values determined here may be applied in a relative sense however . The present value function , PVF , is used to discount ...
Page 428
... determined partly on the basis of engineering judgement . The extreme significant wave heights from each storm are assumed to be modelled by a 3 - parameter Weibull distribution . The distribution function for the yearly maximum ...
... determined partly on the basis of engineering judgement . The extreme significant wave heights from each storm are assumed to be modelled by a 3 - parameter Weibull distribution . The distribution function for the yearly maximum ...
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Common terms and phrases
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