Page 174 - Pipelines and Risers
P. 174
Force Model and Wave Fatigue 147
=o
The solution to the original equation of motion, Equation (7), is assumed to be a product
between the time response function and the eigen-modes as below:
(10.8)
10.3.3 Time Domain Solution
- The Generalized Eauation of Motion
Inserting Equation (10.8) into Equation (10.7) gives:
where:
27
M, =(C, -I)--PD'
4