## 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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Page 644

In principal , the counting

the counting

entire actual stress spectrum for reasonably long period range , the results are ...

In principal , the counting

**method**is same as the Range - pair**method**except forthe counting

**method**for the first half wave shape . Therefore , for the most of theentire actual stress spectrum for reasonably long period range , the results are ...

Page 755

The main advantage of the direct boundary element

can determine the total velocity potential ... Besides , the BEM can easily be

coupled with other numerical

order to ...

The main advantage of the direct boundary element

**method**is the fact that onecan determine the total velocity potential ... Besides , the BEM can easily be

coupled with other numerical

**methods**, e . g . finite element**method**( FEM ) inorder to ...

Page 777

MPS

number density is implicitly required to be constant to satisfy incompressibility . A

semiimplicit algorithm is used to for two dimensional incompressible non ...

MPS

**method**that was developed recently is one of particle**method**. The particlenumber density is implicitly required to be constant to satisfy incompressibility . A

semiimplicit algorithm is used to for two dimensional incompressible non ...

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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