## 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

For offshore structures , the camping ratios consist of two parts as being structural and

For offshore structures , the camping ratios consist of two parts as being structural and

**hydrodynamic**contributions . Uncertainties in the structural damping ratios are represented by an independent uncertainty variable while ...Page 149

The program decomposes the irregular wave time series into halfwave regular waves for which the

The program decomposes the irregular wave time series into halfwave regular waves for which the

**hydrodynamic**force is calculated from a set of Fourier coefficients and phases defined by the halfwave Keulegan - Carpenter number and the ...Page 376

Calculation of

Calculation of

**hydrodynamic**forces for the riser pipes Response calculation based on 3D Finite Element Models of the riser pipes Contact search to identify contact between the pipes and pipe deformations In the Finite Element Module ...### What people are saying - Write a review

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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 storm strength stress structure surface Table theory typical uncertainty variables wave height wind