DOI QR코드

DOI QR Code

Minimum life-cycle cost design of ice-resistant offshore platforms

  • Li, Gang (State Key Laboratory of Structural Analysis of Industrial Equipment, Dalian University of Tech.) ;
  • Zhang, Da-Yong (State Key Laboratory of Structural Analysis of Industrial Equipment, Dalian University of Tech.) ;
  • Yue, Qian-Jin (State Key Laboratory of Structural Analysis of Industrial Equipment, Dalian University of Tech.)
  • Received : 2007.08.27
  • Accepted : 2008.12.04
  • Published : 2009.01.10

Abstract

In China, the oil and natural gas resources of Bohai Bay are mainly marginal oil fields. It is necessary to build both ice-resistant and economical offshore platforms. However, risk is involved in the design, construction, utilization, maintenance of offshore platforms as uncertain events may occur within the life-cycle of a platform under the extreme ice load. In this study, the optimum design model of the expected life-cycle cost for ice-resistant platforms based on cost-effectiveness criterion is proposed. Multiple performance demands of the structure, facilities and crew members, associated with the failure assessment criteria and evaluation functions of costs of construction, consequences of structural failure modes including damage, revenue loss, death and injury as well as discounting cost over time are considered. An efficient approximate method of the global reliability analysis for the offshore platforms is provided, which converts the implicit nonlinear performance function in the conventional reliability analysis to linear explicit one. The proposed life-cycle optimum design formula are applied to a typical ice-resistant platform in Bohai Bay, and the results demonstrate that the life-cycle cost-effective optimum design model is more rational compared to the conventional design.

Keywords

References

  1. Bea, R.G., Brandtzaeg, A. and Craig, M.J.K. (1998), "Life-cycle reliability characteristics of minimum structures", J. Offshore Mech. Arct. Eng., 120, 129-138. https://doi.org/10.1115/1.2829533
  2. Rodney Pinna, Beverley F. Ronalds, and Mark A. Andrich, (2003), "Cost-effective design criteria for australian monopod platforms", J. Offshore Mech. Arct. Eng., 125, 132-138. https://doi.org/10.1115/1.1555115
  3. Dimitri V. Val and Mark. G. Stewart (2003), "Life-cycle cost analysis of reinforced concrete structures in marine environments", Struct. Safety, 25, 121-130.
  4. David De Leon and Alfredo H.S. Ang (2002), "Development of a cost-benefit model for the management of structural risk on oil facilities in mexico.computational", Struct. Eng., 2(1), 19-23.
  5. Garbatov, Y. and Guedes Soares, C. (2001), "Cost and reliability based strategies for fatigue maintenance planning of floating structures", Reliab. Eng. Syst. Safe., 73, 293-301. https://doi.org/10.1016/S0951-8320(01)00059-X
  6. Ang, A.H.S. and Lee, J.C. (2001), "Cost optimal design of R/C buildings", Reliab. Eng. Syst. Safe., 73, 233-238. https://doi.org/10.1016/S0951-8320(01)00058-8
  7. Ang, A.H.S. and Leon, D.D. (1997), "Determination of optimal target reliabilities for design and updating of structures", Struct. Safety, 19(1), 91-103. https://doi.org/10.1016/S0167-4730(96)00029-X
  8. ISO (1998), "General principles on reliability for structure", ISO 2394-1998 (E)Geneva.
  9. SY 10030-2003, "Recommended practice for planning, designing and constructing fixed offshore platforms - working stress design", Petroleum and Natural Gas Industry Standardization of the People's Republic of China.
  10. Wen, Y.K. (2001), "Minimum lifecycle cost design under multiple hazards", Reliab. Eng. Syst. Safe., 73, 223-231. https://doi.org/10.1016/S0951-8320(01)00047-3
  11. Jun Kanda and Bruce Ellingwood (1991), "Formulation of load factors based on optimum reliability", Struct. Safety, 9, 197-210. https://doi.org/10.1016/0167-4730(91)90043-9
  12. Park, Y.J. and Ang, A.H.S. (1985), "Mechanistic seismic damage model for reinforced concrete", J. Struct. Eng., 111(4), 722-739. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:4(722)
  13. Onoufriou, T. and Forbes, V.J. (2001), "Developments in structural system reliability assessments of fixed steel offshore platforms", Reliab. Eng. Syst. Safe., 71, 189-199. https://doi.org/10.1016/S0951-8320(00)00095-8
  14. Efthymiou, M., van de Graaf, J.W., Tromans, P.S. and Hines, I.M. (1997), "Reliability based criteria for fixed steel offshore platforms", J. Offshore Mech. Arct., 119(2), 116-124.
  15. API (1991), API Recommended Practice for Planning, Design and Constructing Fixed Offshore Structures, API RP 2A 19Ed.
  16. Schwarz, J. and Treibsduck auf Pfahle (1970), Mitteilungen des Franzius-Insituts. TU Hanover, Heft 34. Hannover 193.
  17. Hirayama, K. and Obara, I. (1986), "Ice forces on inclined structures", Proc. of the 5th International Offshore Mechanicsand Arctic Engineering. Tokyo, Japan, 515-520.
  18. Li, G. (2003), "Statistical properties of the maximum elastoplastic story drift of steel frames subjected to earthquake load", Steel Comp. Struct., 3(3), 185-198. https://doi.org/10.12989/scs.2003.3.3.185
  19. Ji, S.Y., Yue, Q.J. and Bi, X.J. (2002), "Probability distribution of sea ice fatigue parameters in JZ20-2 sea area of the Liaodong Bay", Ocean Eng., 20(3), 39-48. (in China)
  20. Saiidi, M. and Sozen, M.A. (1981), "Simple nonlinear seismic analysis of R/C structures", J. Struct. Div., ASCE, 107(ST5), 937-951.
  21. Fajfar, P. and Fischinger, M. (1988), "N2-a method for nolinear seismic analysis of regular structures", Proceedings of the 9th World Conference of Earthquake Engineering, Tokyo-Kyoto, Japan, 5, 111-116.

Cited by

  1. Development of a probabilistic life-cycle cost model for marine structures exposed to chloride attack based on Bayesian approach using monitoring data vol.17, pp.5, 2013, https://doi.org/10.1007/s12205-013-0350-9
  2. Efficient algorithm for probability-based design optimisation of complex structures and related issues vol.10, pp.10, 2014, https://doi.org/10.1080/15732479.2013.791327
  3. Life-cycle cost evaluation of steel structures retrofitted with steel slit damper and shape memory alloy–based hybrid damper pp.2048-4011, 2018, https://doi.org/10.1177/1369433218773487
  4. Probabilistic optimal safety valuation based on stochastic finite element analysis of steel cable-stayed bridges vol.10, pp.2, 2009, https://doi.org/10.12989/sss.2012.10.2.089
  5. General Concerns Life-Cycle Design of Economical Ice-Resistant Structures in the Bohai Sea vol.24, pp.2, 2009, https://doi.org/10.1515/pomr-2017-0079
  6. A risk-based framework for design of concrete structures against earthquake vol.25, pp.2, 2009, https://doi.org/10.12989/cac.2020.25.2.167