TECHNICAL PAPERS
Mar 1, 1988

Reliability of Service‐Proven Structures

Publication: Journal of Structural Engineering
Volume 114, Issue 3

Abstract

The successful past performance of an existing structure is evidence of its reliability and safety. A proof load test, for example, provides direct information on strength: the resistance of a surviving structure is shown by the test to be greater than the proof load. Accordingly, the estimate of eliability increases after a successful test. Other kinds of information can be shown to have an effect on reliability similar to proof load testing, including correlation of test and design failure modes, successful resistance to past service loading, and survival age of a structure. In the analyses, statistical techniques are used to combine a first estimate of strength with new information on the past performance of the structure, thereby obtaining an improved estimate of structural resistance. The new estimate of strength is then used in the subsequent evaluation of the structure. Increasing reliability estimates and decreasing failure rates are observed for older structures, and the likelihood of gross errors in strength is found to reduce with survival age.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Ang, A. H‐S., and Tang, W. H. (1984). Probability concepts in engineering planning and design, Vol. II: Decision, risk, and reliability. John Wiley and Sons, Inc., New York, N.Y.
2.
Barnett, R. L., and Hermann, P. C. (1965). “Proof testing in design with brittle materials.” J. Spacecr. Rockets, 2(6), 956–961.
3.
CIRIA (1977). Rationalization of safety and serviceability factors in structural codes. Construction Industry Research and Information Association, London, U.K., Jul.
4.
Dhillon, B. S., and Singh, C. (1980). Engineering reliability. John Wiley and Sons, Inc., New York, N.Y.
5.
Ditlevson, O. (1979). “Narrow reliability bounds for structural systems.” J. Struct. Mech., 7(4), 453–472.
6.
Fujino, Y., and Lind, N. C. (1977). “Proof load factors and reliability.” J. Struct. Div., ASCE, 103(ST4), 853–870.
7.
Grigoriu, M., and Hall, W. B. (1984). “Probabilistic models for proof load testing.” J. Struct. Engrg., ASCE, 110(2), 260–274.
8.
Hall, W. B. (1984). “Proof load effects on time‐dependent reliability.” Proceedings, Fifth Engineering Mechanics Specialty Conference, ASCE, Aug. 1–3, Laramie, Wyo., 1261–1264.
9.
Hall, W. B., and Nowak, A. S. (1984). “Reliability verification using service loads.” Proc., Seventh International Specialty Conference on Cold‐Formed Steel Structures, Nov. 13–14, St. Louis, Mo., 581–590.
10.
Hasofer, A. M., and Lind, N. C. (1974). “An exact and invariant first‐order reliability format.” J. Engrg. Mech., ASCE, 100(EM1), 111–121.
11.
Nowak, A. S., and Regupathy, P. V. (1984). “Reliability of spot welds in cold‐formed channels.” J. Struct. Engrg., 110(6), 1265–1277.
12.
Rackwitz, R., and Fiessler, B. (1978). “Structural reliability under combined random load sequences.” Comput. Struct., 9(5), Pergamon Press, Nov., 489–494.
13.
Rackwitz, R., and Schrupp, K. (1985). “Quality control, proof testing and structural reliability.” Struct. Saf., 2(3), 239–244.
14.
Shinozuka, M. (1969). “Structural safety and optimum proof load.” Proc., Symposium on Concepts of Safety of Structures and Methods of Design, Int. Assoc. for Bridge and Structural Engineering, London, U.K., 47–57.
15.
Shinozuka, M. (1983). “Basic analysis of structural safety.” J. Struct. Div., ASCE, 109(3), 721–740.
16.
Smith, C. O. (1983). Introduction to reliability in design. R. E. Krieger Pub. Co. Inc., Melbourne, Fla.
17.
Thoft‐Christensen, P., and Baker, M. J. (1982). Structural reliability theory and its applications, Springer‐Verlag, Berlin, W. Germany.
18.
Veneziano, D., Meli, R., and Rodriguez, M. (1978). “Proof loading for target reliability.” J. Struct. Div., ASCE, 104(ST1), 79–93.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 114Issue 3March 1988
Pages: 608 - 624

History

Published online: Mar 1, 1988
Published in print: Mar 1988

Permissions

Request permissions for this article.

Authors

Affiliations

W. Brent Hall, Member, ASCE
Assoc. Prof. of General Engrg., Univ. of Illinois at Urbana‐Champaign, Urbana, IL 61801

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share