0
TECHNICAL PAPERS

Performance Shaping Factors in Reliability Analysis of Design of Offshore Structures

[+] Author and Article Information
R. G. Bea

Department of Civil & Environmental Engineering, 215 McLaughlin Hall, University of California at Berkeley, Berkeley, CA 94720-1712e-mail: bea@ce.berkeley.edu

J. Offshore Mech. Arct. Eng 122(3), 163-172 (Mar 03, 2000) (10 pages) doi:10.1115/1.1287507 History: Received August 11, 1999; Revised March 03, 2000
Copyright © 2000 by ASME
Your Session has timed out. Please sign back in to continue.

References

Bea, R. G., 1998, “Human and Organizational Factors: Engineering Operating Safety into Offshore Structures,” Reliability Engineering and System Safety, Vol. 61, Elsevier Science Limited, London, UK, pp. 71–92.
Bea, R. G., 2000, Human and Organizational Factors in Design & Reliability of Offshore Structures, Hearst Copy Central, Berkeley, CA.
Hee, D. D., Pickrell, B. D., Bea, R. G., Roberts, K. H., and Williamson, R. B., 1999, “Safety Management Assessment System (SMAS): A Process for Identifying and Evaluating Human and Organization Factors in Marine System Operations With Field Test Results,” Reliability Engineering & System Safety, Elsevier, London, UK, Vol. 65, pp. 102–130.
Bea, R. G., 1999, “A Structured Method and Software to Assess Human & Organizational Errors in the Life-Cycle of Offshore Structures,” Proc., Offshore Mechanics & Arctic Engineering Conference, Safety & Reliability Symposium, American Society of Mechanical Engineers, New York, NY, Vol. 4, pp. 201–211.
Gertman, D. I., and Blackman, H. S., 1994, Human Reliability and Safety Analysis Data Handbook, Wiley, New York, NY.
Bea, R. G., Wright, S. G., Sircar, P., and Niedoroda, A., 1983, “Wave-Induced Slides in South Pass Block 70, Mississippi Delta,” Proc. Geotechnical Engineering Division, American Society of Civil Engineers, Apr., pp. 619–644.
Jakobsen, B., 1992, “The Loss of Sleipner A Platform,” Proc., Second International Offshore and Polar Engineering Conference, International Society of Offshore and Polar Engineers, Golden, CO, Vol. 3, pp. 200–214.
Rettedal, W. K., Gudmestad, O. T., and Aarum, T., 1993, “Use of Risk Analysis in Offshore Construction Projects,” Proc., Offshore Mechanics and Arctic Engineering Conference, Houston, TX, American Society of Mechanical Engineers, New York, NY, Vol. 4, pp. 122–130.
Gudmestad, O. T., Holand, I., and Jersin, E., 1996, Manual for Design of Marine Concrete Structures, Statoil, Stavanger, Norway.
Bea,  R. G., 1997, “Human and Organization Errors in Reliability of Offshore Structures,” ASME J. Offshore Mech. Arct. Eng., Vol.119, American Society of Mechanical Engineers New York, NY, pp. 122–141.
Baron, S., Kruser, D. S., and Huey, B. M., 1990, Quantitative Modeling of Human Performance in Complex, Dynamic Systems, Panel on Human Performance Modeling, Committee on Human Factors, National Research Council, Commission on Behavioral and Social Sciences and Education, Nat. Academy Press, Washington, DC.
Kirwan, B., 1994, A Guide to Practical Human Reliability Assessment, Taylor & Francis, London, UK.
Center for Chemical Process Safety, 1994, Guidelines to Prevent Human Error in Process Safety, American Institute of Chemical Engineers, New York, NY.
Williams, J. C., 1988, “A Data-Based Method for Assessing and Reducing Human Error to Improve Operational Experience,” Proc., IEEE 4th Conference on Human Factors in Power Plants, Monterey, CA, June, pp. 22–32.
Melchers, R. E., 1987, Structural Reliability, Ellis Horwood Ltd., Chichester, UK.
Embrey, D. E., Humphreys, P. C., Rosa, E. A., Kirwan, B., and Rea, K, 1984, SIM-MAUD: An Approach to Assessing Human Error Probabilities Using Structured Expert Judgment, NUREG/CR-3518, Vol. 1, Vol. 2, U.S. Nuclear Regulatory Commission, Washington, DC.
Haber, S. B., O’Brien, J. N., Metlay, D. S., and Crouch, D. A., 1991, Influence of Organizational Factors on Performance Reliability: Overview and Detailed Methodological Development, NUREG/CR-5538, U.S. Nuclear Regulatory Commission, Washington, DC.
Reason, J., 1997, Managing the Risks of Organizational Accidents, Ashgate, Aldershot, UK.

Figures

Grahic Jump Location
SMAS three-level process to evaluate components, factors, and attributes
Grahic Jump Location
Mean grades developed from assessments of SMAS components
Grahic Jump Location
SMAS qualitative grading translation to quantitative PSF used in SYRAS
Grahic Jump Location
SMAS grading of sliding platforms design phase
Grahic Jump Location
SMAS grading of platform without a foundation design phase
Grahic Jump Location
SMAS grading of platform history repeated design phase
Grahic Jump Location
SMAS grading of radar-assisted collisions design phase
Grahic Jump Location
SMAS grading of Sleipner design phase
Grahic Jump Location
SMAS evaluation of design of ultra-deepwater platform (mean and ±1σ grades)

Tables

Errata

Discussions

Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In