Life-Cycle Reliability Characteristics of Minimum Structures

Author:

Bea R. G.1,Brandtzaeg A.2,Craig M. J. K.3

Affiliation:

1. Department of Civil Engineering, University of California at Berkeley, 212 McLaughlin Hall, Berkeley, CA 94720

2. Department of Marine Structures, Norwegian Institute of Technology, Trondheim, Norway

3. UNOCAL Corporation, Houston, TX

Abstract

Minimum structures are used primarily because of their low initial investment and fast-track schedule characteristics. These structures generally cost less and take less time to commission than more traditional structures such as four-pile (leg) platforms. A wide variety of configurations of these structures have been proposed and installed in offshore locations around the world (Craig, 1995). This paper details a reliability and risk-based approach that has been used to characterize the life-cycle risk characteristics of three minimum structures and one traditional four-pile structure. The structures were all designed according to current American Petroleum Institute guidelines (1993). Results from the life-cycle (design, construction, operation) analyses of the quality and risk characteristics of the alternative structures are summarized. The occurrences and influences of human errors throughout the life-cycle are included.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference31 articles.

1. American Petroleum Institute, 1993, Recommended Practice for Planning, Desiging and Constructing Fixed Offshore Platforms—Working, Stress Design, API Recommended Practice 2A-WSD (RP 2A-WSD), Twentieth Edition, July, Washington, DC.

2. American Petroleum Institute, 1997, Recommended Practice for Planning, Designing, and Constructing Fixed Offshore Platforms—Working Stress Design, Supplement 1, Washington, DC.

3. Bea, R. G., 1990, “Effects of Water Wave Kinematics Uncertainty on Design Criteria for Offshore Structures,” Water Wave Kinematics, A. To̸rum and O. T. Gudmestad, eds., Kluwer Academic Publishers, London, U.K. pp. 103–158.

4. Bea, R. G., 1991, “Structural Reliability: Design and Re-Qualification of Offshore Platforms,” Proceedings, International Workshop on Reliability of Offshore Operations, National Institute of Standards and Technology, Gaithersburg, MD.

5. Bea, R. G., 1992, Marine Structural Integrity Programs—MSIP, Report to Ship Structure Committee, SSC-365, Washington, DC.

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