DocumentCode :
2431579
Title :
Truss spar platform motions for combined wave, current and wind forces
Author :
Kurian, V.J. ; Montasir, O.A. ; Liew, M.S.
Author_Institution :
Civil Eng. Dept., Univ. Technologi PETRONAS, Tronoh, Malaysia
fYear :
2012
fDate :
7-8 April 2012
Firstpage :
109
Lastpage :
114
Abstract :
Truss spar platform is the second development concept that replaces the cylindrical lower section of a classic spar with an open truss structure that includes heave plates. In this paper, the dynamic responses of the Marlin truss spar in regular waves, current and wind are presented. A MATLAB code named TRSPAR was developed for the dynamic analysis of the structure. The structure was modeled as a rigid body with three degrees of freedom. The hyperbolic extrapolation and the extended Morison equation for an inclined cylinder were used for simulating the sea state and for determining the dynamic force vector. Time domain integration using Newmark Beta method was employed. The simulated results show insignificant effect of current and wind on the responses. However, these forces cause significant increase in the surge mean offset.
Keywords :
dynamic response; extrapolation; hydrodynamics; integration; ocean waves; plates (structures); shear modulus; structural engineering; supports; wind; MATLAB code; Marlin truss spar; Newmark beta method; TRSPAR; combined wave-current-wind forces; cylindrical lower section; dynamic analysis; dynamic force vector; dynamic responses; extended Morison equation; heave plates; hyperbolic extrapolation; open truss structure; rigid body; sea state; surge mean offset; time domain integration; truss spar platform motions; Dynamics; Force; Mathematical model; Surges; Time domain analysis; Time series analysis; Vectors; dynamic analysis; hydrodynamic responses; rigid body; time domain; truss spar;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Business Engineering and Industrial Applications Colloquium (BEIAC), 2012 IEEE
Conference_Location :
Kuala Lumpur
Print_ISBN :
978-1-4673-0425-2
Type :
conf
DOI :
10.1109/BEIAC.2012.6226032
Filename :
6226032
Link To Document :
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