TECHNICAL NOTE
Dec 1, 2001

Evolving toward Project-Specific Reliability: Are We Sure It's a Good Idea?

Publication: Journal of Structural Engineering
Volume 127, Issue 12

Abstract

The writers of current standards and specifications for load and resistance factor design (LRFD) envisioned that those documents would be used by designers in a manner similar to that used in prior (allowable stress design) formats. They presumed that designs would be accomplished by satisfying a series of checking equations in which the structural resistance exceeds the demand on the structure. While these early developers used reliability analysis tools to derive the load and resistance factors, they did not envision that reliability analysis would evolve into a tool to be directly used by designers. In spite of those early presumptions, the evolving reality is that reliability analysis procedures are now available to an increasing number of individual designers. Sooner or later, these designers will attempt to use reliability analysis to assist them in their project-specific or, more likely, product-specific designs. This paper discusses limitations and potential pitfalls of reliability analysis when used in routine structural design. Specific examples focus on wood design. The conclusion reiterates the premise that LRFD, not theoretical reliability analysis, is the proper tool for use in daily design.

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References

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ASCE. ( 1995). “Standard for load and resistance factor design (LRFD) for engineered wood construction.” AF&PA/ASCE 16-95, New York.
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ASCE. ( 1998). “Minimum design loads for buildings and other structures.” ASCE 7-98, Reston, Va.
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ASTM. ( 1993). “Standard specification for computing the reference resistance of wood-based materials and structural connections for load and resistance factor design.” ASTM D5457-93, West Conshohocken, Pa.
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ASTM. ( 1998). “Standard practice for evaluating allowable properties for grades of structural lumber.” ASTM D2915-98, West Conshohocken, Pa.
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Foschi, R. O., and Li, H. ( 2000). “Inverse reliability applications and performance-based design in timber engineering.” Proc., 2000 World Conf. on Timber Engrg., University of British Columbia, Vancouver.
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Gromala, D. S. ( 1995). “Statistics behind load and resistance factor design.” Wood Des. Focus, 6(1).
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Gromala, D. S., Douglas, B. K., Rosowsky, D. V., and Sharp, D. J. ( 1999). “Why is reliability analysis so unreliable?” Proc., 1999 Pacific Timber Engrg. Conf., New Zealand Forest Research Institute, Auckland, N.Z.
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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 127Issue 12December 2001
Pages: 1485 - 1488

History

Received: Jul 26, 2000
Published online: Dec 1, 2001
Published in print: Dec 2001

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Authors

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P.E., Member, ASCE
Sr. Engrg. Specialist, Weyerhaeuser, P.O. Box 9777, Federal Way, WA 98063-9777.

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