Confidence bounds on structural reliability estimations for offshore platforms

被引:6
|
作者
De Leon, D. [1 ]
Ang, A. H. -S. [2 ]
机构
[1] Autonomous Univ Mexico State, Toluca, Mexico
[2] Univ Calif Irvine, Irvine, CA USA
关键词
epistemic uncertainty; structural reliability; risk management; offshore platforms;
D O I
10.1007/s00773-008-0019-0
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Second-order estimates to measure platform reliability are generated and used to provide an additional space to select safety margins appropriate to the owner's perception or for risk-averse managers. The aleatory and epistemic uncertainties in the parameters of an offshore platform are explicitly considered in the reliability analysis and the platform structural reliability becomes a random variable, assessing then the beneficial effects of a reduction on these uncertainties. One of these benefits is for risk-aversive managers who often demand additional room to make conservative decisions regarding reliability estimations. Proposed here is a procedure to generate the frequency diagram of platform reliability with the use of confidence bounds to support reliability and cost decisions based on percentiles instead of mean values. The concepts are illustrated through a typical offshore platform in Mexico. The frequency diagram of the platform reliability index is built for several alternative designs and three levels of epistemic uncertainty. The results may be applied for decision making on new designs and also on the assessment and optimal inspection, retrofit, and decommissioning of existing platforms.
引用
收藏
页码:308 / 315
页数:8
相关论文
共 50 条
  • [31] Studies on structural monitoring of offshore jacket platforms
    Idichandy, VG
    Mangal, DL
    SECOND INTERNATIONAL CONFERENCE ON EXPERIMENTAL MECHANICS, 2001, 4317 : 521 - 527
  • [32] STRUCTURAL SAFETY ANALYSIS OF FIXED OFFSHORE PLATFORMS
    JUSTINO, MR
    EBECKEN, NFF
    COMPUTING SYSTEMS IN ENGINEERING, 1994, 5 (4-6): : 369 - 374
  • [33] A simplified structural reliability analysis procedure for use in assessments and requalifications of template-type offshore platforms
    Mortazavi, M
    Bea, RG
    PROCEEDINGS OF THE SIXTH (1996) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL IV, 1996, 1996, : 438 - 446
  • [34] NARROW RELIABILITY BOUNDS FOR STRUCTURAL SYSTEMS
    DITLEVSEN, O
    JOURNAL OF STRUCTURAL MECHANICS, 1979, 7 (04): : 453 - 472
  • [35] IMPROVED RELIABILITY BOUNDS OF STRUCTURAL SYSTEMS
    AHMED, S
    KOO, B
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1990, 116 (11): : 3138 - 3147
  • [36] Reliability-based criteria for fixed steel offshore platforms
    Efthymiou, M
    vandeGraaf, JW
    Tromans, PS
    Hines, IM
    JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME, 1997, 119 (02): : 120 - 124
  • [37] Reliability-based criteria for fixed steel offshore platforms
    Efthymiou, M.
    Van de Graaf, J.W.
    Tromans, P.S.
    Hines, I.M.
    Journal of Offshore Mechanics and Arctic Engineering, 1997, 119 (02): : 120 - 124
  • [38] Reliability based assessment of deck elevations for offshore jacket platforms
    Heredia-Zavoni, E
    Campos, D
    Ramírez, G
    JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME, 2004, 126 (04): : 331 - 336
  • [39] Confidence bounds on component reliability in the presence of mixed uncertain variables
    Adduri, Phani R.
    Penmetsa, Ravi C.
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2008, 50 (03) : 481 - 489
  • [40] CONFIDENCE BOUNDS AND PROPAGATION OF UNCERTAINTIES IN SYSTEM AVAILABILITY AND RELIABILITY COMPUTATIONS
    SHAW, L
    SHOOMAN, ML
    NAVAL RESEARCH LOGISTICS, 1976, 23 (04) : 673 - 685