CARISIMA a catenary riser/soil interaction model for global riser analysis

Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering - OMAE

Volumn 1 B, Issue , 2004, Pages 633-640

  Giertsen, Egil ^a   Verley, Richard ^b   Schrøder, Knut ^c  

^a SINTEF OCEAN   (Norway)

^b STATOIL   (Norway)

^c NGI Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CATENARY RISER; FLEXIBLE RISERS; PROGRESSIVE/ACCIDENTAL (PLS) LIMITS; UMBILICALS;

CODES (SYMBOLS); COSTS; FATIGUE OF MATERIALS; FINITE ELEMENT METHOD; FLEXIBLE STRUCTURES; MANGANESE NODULES; MATHEMATICAL MODELS; SOIL STRUCTURE INTERACTIONS;

MARINE RISERS;

EID: 11244323934     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1115/OMAE2004-51345     Document Type: Conference Paper

References (6)

1. Dyvik, R., Heyerdahl, H., Hansen, S. B.: CARISIMA Model tests - Test program execution, NGI report 993015-1, May 2000.
2. Verley, R.: Phase II Tests - Interpretation of suction tests, Marintek report No. 700039.00.05R, Statoil Doc. No. 200110030001 Rev. 3, 2001-11-28.
3. Farnes, K.-A.: Phase 2 tests, Horizontal resistance model, Marintek report 700039.00.08, Statoil Doc. No. 200110150003, October 2001.
4. Passano, E.: Watchet Harbour back-calculations, Marintek report No. 700039.00.07, Revised as of 2002-02-01.
5. Karunakaran, D. and Bjørset, A.: Case Studies, Marintek report No. 700039.00.01, 2000-12-13.
6. Leira, B. J., Passano, E. and Fames, K.-A.: CARISIMA Guidelines, Marintek report No. 700039.00.06, 2002-03-20.