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Citation:
 Montasir Osman Ahmed,Anurag Yenduri and V. J. Kurian.Investigation on the Dynamic Responses of a Truss Spar Platform for Different Mooring Line Groups[J].Journal of Marine Science and Application,2015,(2):189-195.[doi:10.1007/s11804-015-1301-2]
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Investigation on the Dynamic Responses of a Truss Spar Platform for Different Mooring Line Groups

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Title:
Investigation on the Dynamic Responses of a Truss Spar Platform for Different Mooring Line Groups
Author(s):
Montasir Osman Ahmed Anurag Yenduri and V. J. Kurian
Affilations:
Author(s):
Montasir Osman Ahmed Anurag Yenduri and V. J. Kurian
Department of Civil Engineering, Universiti Teknologi PETRONAS, Tronoh, Perak 31750, Malaysia
Keywords:
mooring system mooring lines spar platform motion responses Newmark Beta method Morison equation quasi-static approach dynamic responses
分类号:
-
DOI:
10.1007/s11804-015-1301-2
Abstract:
The dynamic responses of any floating platform are dependent on the mass, stiffness and damping characteristics of the body as well as mooring system. Therefore, it is very essential to study the effect of individual contributions to the system that can finally help to economise their cost. This paper focuses on the effect of mooring stiffness on the responses of a truss spar platform, obtained by different grouping of lines. The study is part of our present researches on mooring systems which include the effect of line pretension, diameter and azimuth angles. The platform is modelled as a rigid body with three degrees-of-freedom and its motions are analyzed in time-domain using the implicit Newmark Beta technique. The mooring lines restoring force-excursion relationship is evaluated using a quasi-static approach. It is observed that the mooring system with lines arranged in less number of groups exhibits better performance in terms of the restoring forces as well as mean position of platform. However, the dynamic motions of platform remain unaffected for different line groups.

References:

Agarwal AK, Jain AK (2003). Dynamic behaviour of offshore spar platforms under regular sea waves. Journal of Ocean Engineering, 30, 487-516.
    DOI: 10.1016/S0029-8018(02)00034-3
Anam I (2000). Evaluation of the dynamic response of spar platforms. Ph.D thesis, Texas A&M University, Texas, USA.
Ansari KA (1980). Mooring with multicomponent cable systems. Journal of Energy Resources Technology, Trans. ASME, 102, 62-69.
Argyris J, Mlejnek HP (1991). Dynamics of structures. Elsevier Science Publishers B.V., North-Holland.
Bergdahl LM, Rask I (1987). Dynamic vs quasi-static design of catenary mooring system. Proceedings of Offshore Technology Conference, Houston, USA, 397-404.
Cao Peimin (1996). Slow motion responses of compliant offshore structures. M.S thesis, Texas A&M University, Texas, USA.
Chakrabarti SK (1987). Hydrodynamics of offshore structures. Computational Mechanics Publications, Boston, USA.
Chitrapu AS, Saha S, Salpekar VY (1999). Motion response of spar platform in directional waves and current. International Conference on Offshore Mechanics and Arctic Engineering, OMAE99/OFT-4237.
Downie MJ, Graham JMR, Hall C, Incecik I. Nygaard A (2000). An experimental investigation of motion control devices for truss spars. Journal of Marine Structures, 13, 75-90.
    DOI: 10.1016/S0951-8339(00)00010-1
Glanville RS, Paulling JR, Halkyard JE, Lehtinen TJ (1991). Analysis of the spar floating drilling production and storage structure. Proceedings of the 23rd Offshore Technology Conference, Houston, USA, 57-68.
Halkyard JE (1996). Status of spar platforms for deepwater production systems. Proceedings of the 6th International Offshore and Polar Engineering Conference, Los Angeles, USA, 262-272.
Horton EE, Halkyard JE (1992). A spar platform for developing deep water oil fields. MTS 92. Marine Technology Society, Washington DC, USA, 998-1005.
ISSC Report of Committee (1991). Slender marine structures. Proceedings of 11th ISSC, China, Document No. V.7.
Johnson CP, Mekha BB, Matos C, Roesset JM (1997). Analysis in the time domain of a deepwater spar platform. Drilling & Production Economics-Energy Week, Pennwell Conferences & Exhibitions, ASME, 266-270.
Kim MH, Ran Z, Zheng W (2001). Hull/mooring coupled dynamic analysis of a truss spar in time domain. International Journal of Offshore and Polar Engineering, 11, 42-54.
Lu RR, Wang JJ, Erdal E (2003). Time domain strength and fatigue of truss spar heave plate. Proceedings of International Offshore and Polar Engineering Conference, Hawaii, USA, 272-279.
Mavrakos SA, Papazoglou VJ, Trintafyllou MS, Hatjigeorgiou J (1996). Deep water mooring dynamics. Journal of Marine Structures, 9, 181-209.
    DOI: 10.1016/0951-8339(94)00019-O
Montasir OA (2012). Numerical and experimental studies on the slow drift motions and the mooring line responses of truss spar platforms. Ph.D thesis, Universiti Teknologi PETRONAS, Malaysia.
Pascoal R, Huang S, Barltrop N, Guedes Soares C (2005). Equivalent force model for the effect of mooring systems on the horizontal motions. Journal of Applied Ocean Research, 27, 165-172.
    DOI: 10.1016/j.apor.2005.10.002
Pascoal R, Huang S, Barltrop N, Guedes Soares C (2006). Assessment of the effect of mooring systems on the horizontal motions with an equivalent force to model. Journal of Ocean Engineering, 33, 1644-1668.
    DOI: 10.1016/j.oceaneng.2005.09.005
Ramos RJ, Zhang J (1996). Prediction of low frequency offshore structure response to irregular waves using linear and high-order wave theories. Proceedings of International Petroleum Conference, 339-351.
Smith RJ, MacFarlane CJ (2001). Statics of a three component mooring line. Journal of Ocean Engineering, 28, 899-914.
Technip document (2005). In place model test result correlation. Technip Marine (M) Sdn. Bhd, Malaysia, Document No. KIK-TMM-30-NA-RP-1206-B.
Wang J, Berg S, Luo YH, Sablok A, Finn L (2001). Structural design of the truss spar-an overview. Proceedings of the 11th International Offshore and Polar Engineering Conference, Norway, 354-361.
Weggel DC, Roesset JM (1996). The behavior of spar platforms. Offshore Technology Research Center, Texas A&M University, Texas, USA.
Zhihuang Ran (2000). Coupled dynamic analysis of floating structures in waves and currents. Ph.D thesis, Texas A&M University, Texas, USA.

Memo

Memo:
Received date: 2014-7-10                        Accepted date: 2014-12-4
Foundation item: Research fund by Universiti Teknologi PETRONAS.
Corresponding author: Montasir Osman Ahmed       E-mail:montasir.ahmedali@petronas.com.my
Last Update: 2016-06-24