## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |

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Results 1-3 of 82

Page 1073

second order sum and difference frequency ... With the boundary value

formulation set up in the previous section , a

solve the ...

**NUMERICAL**ALGORITHM Similar to the first order analysis , the solution of thesecond order sum and difference frequency ... With the boundary value

formulation set up in the previous section , a

**numerical**method is employed tosolve the ...

Page 1110

The difference could be due to the effect of risers included in the

modeling and disregarded in the model tests . The calculated wave frequency

vessel surge motions in the irregular wave tests are thus expected to be lower

than the ...

The difference could be due to the effect of risers included in the

**numerical**modeling and disregarded in the model tests . The calculated wave frequency

vessel surge motions in the irregular wave tests are thus expected to be lower

than the ...

Page 1164

535 , which corresponds to the peak in the experimental results plot . model scale

effects for low frequency waves , the

and the location of the cylinder in a walled tank . 6 . 0 FUTURE WORK ...

535 , which corresponds to the peak in the experimental results plot . model scale

effects for low frequency waves , the

**numerical**approximations that were made ,and the location of the cylinder in a walled tank . 6 . 0 FUTURE WORK ...

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added amplitude analysis angle applied approach ASME barge bending body boundary cable calculated coefficients combined component computed connection considered Copyright corresponding damage damping deck depth determined developed diffraction direction displacement dynamic effect element Engineering equation factor fatigue field Figure floating force FPSO free surface frequency function given heading heave height horizontal hull iceberg impact increase installation integration interaction International jacket joint length limit linear load mass maximum mean measured Mechanics method model tests mooring mooring lines motion natural nonlinear numerical obtained Offshore operation parameters performed period pile platform position possible potential predicted presented pressure problem range response riser ship shown shows simulation solution Spar stiffness stress structure surface Table tank tension tests values velocity vertical vessel wave wind