## 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 381

This scheme requires the

= b , and these

] ) . 3D Structural Dynamics Analysis 2D RANS CFD Analysis Hydrodynamic ...

This scheme requires the

**solution**of a number of linear systems of the form ( A } x= b , and these

**solutions**are achieved using the conjugate - gradient method [ 11] ) . 3D Structural Dynamics Analysis 2D RANS CFD Analysis Hydrodynamic ...

Page 584

Let also y ( s , t ) be the local

00 is the static offset ( penetration in the soil ) far away from the TDP . The

immersed weight per unit length is q , 2 = ET / T , is the flexural boundary layer

length ...

Let also y ( s , t ) be the local

**solution**for the elastica such that y , = -9 / k ; sla + -00 is the static offset ( penetration in the soil ) far away from the TDP . The

immersed weight per unit length is q , 2 = ET / T , is the flexural boundary layer

length ...

Page 593

2 ; K = 10 . qa Observe also that , as WKB

tension , the values of shear force peaks do not vary along the cycle . To assess

the effect of extensibility , we take Bo = 0 . 2 , as if it were a representative value

for ...

2 ; K = 10 . qa Observe also that , as WKB

**solution**underestimates the dynamictension , the values of shear force peaks do not vary along the cycle . To assess

the effect of extensibility , we take Bo = 0 . 2 , as if it were a representative value

for ...

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