Coupled analysis of floater motion and mooring dynamics for a turret-moored ship

Applied Ocean Research

Volumn 20, Issue 1-2, 1998, Pages 55-67

  Ormberg, H ^a   Larsen, K ^b  

^a SINTEF OCEAN   (Norway)

^b STATOIL   (Norway)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DAMPING; DYNAMIC RESPONSE; FLUID STRUCTURE INTERACTION; MARINE RISERS; MOORING; NAVAL VESSELS; OCEAN CURRENTS; STRUCTURAL ANALYSIS;

COUPLED ANALYSIS; STATION KEEPING ANALYSIS; TURRET-MOORED SHIP;

OFFSHORE STRUCTURES;

DYNAMIC RESPONSE; TURRET MOORING SYSTEM;

DYNAMIC RESPONSE; TURRET MOORING SYSTEM;

EID: 0032004058     PISSN: 01411187     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-1187(98)00012-1     Document Type: Article

References (8)

1. [1] Wichers JEW, Huijsmans RHM, The contribution of hydrodynamic damping induced by mooring chains on low-frequency vessel motions. Paper No. 6218, Offshore Technology Conference, Houston, TX, USA, 1990.
2. [2] Davies KB, Mungall JCH. Methods for coupled analysis of TLPs. Offshore Technology Conference. Paper No. 6567, Houston, TX, USA, 1991.
3. [3] RIFLEX, RIFLEX - Program Documentation. SINTEF, Trondheim, Norway, 1995.
4. [4] Fylling IJ. Surge motions and dynamic towline forces in ocean towing systems. In: Proceedings of the 7th International Tug Convention, pp. 77-84. Thomas Reed Publications, London, UK, 1982.
5. [5] Huse E. New developments in prediction of mooring line damping. Paper No. 6593, Offshore Technology Conference, Houston, TX, USA, 1991.
6. [6] Webster WC. Mooring-induced damping. Ocean Engineering 1995;22:571-591.
7. [7] Ormberg H, Fylling IJ, Larsen K, Sodahl N. Coupled Analysis of Vessel Motions and Mooring and Riser System Dynamics. OMAE, Yokohama, Japan, 1997.
8. [8] Karunakaran D, Nordsve NT, Olufsen A. An efficient metal riser configuration for ship and semi based production systems. In: Proceedings of the Sixth International Offshore and Polar Engineering Conference (ISOPE), Vol. 2, pp. 156-162. Los Angeles, USA, 1996.