Please use this identifier to cite or link to this item: http://scholarbank.nus.edu.sg/handle/10635/65753
Title: Large motion analysis of compliant structures using euler parameters
Authors: Liam, C.Y. 
Shankar, N.J. 
Chua, K.S.
Issue Date: 1989
Source: Liam, C.Y.,Shankar, N.J.,Chua, K.S. (1989). Large motion analysis of compliant structures using euler parameters. Ocean Engineering 16 (5-6) : 545-557. ScholarBank@NUS Repository.
Abstract: The large motions that a compliant offshore structure experiences were analysed using Euler parameters. Firstly, the equations of motion of a rigid body undergoing large translations and rotations were obtained using the Lagrangian formulation. Secondly, the hydrodynamic forces acting on the structure were calculated using the modified Morison's equation. A tension-leg platform (TLP) subjected to an oblique incident wave was then analysed using the above formulation. This was followed by an analysis of an articulated tower for comparison with the results of other researchers. An example showing the tower undergoing subharmonic oscillations was also included. © 1989.
Source Title: Ocean Engineering
URI: http://scholarbank.nus.edu.sg/handle/10635/65753
ISSN: 00298018
Appears in Collections:Staff Publications

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