TECHNICAL PAPERS
Apr 1, 1989

System Reliability Under Time Varying Loads: I

Publication: Journal of Engineering Mechanics
Volume 115, Issue 4

Abstract

This is the first part of an investigation of time variant structural system reliability under multiple loadings. The formulation of the problem in the context of outcrossing of a vector random process of a safe domain is examined. Methods of evaluating reliability of series systems and plastic frames are developed. Emphasis is on use of existing time invariant reliability methods and methods of load combination. Simple and well‐defined loading and structural systems are used to develop basic understanding of the problems. Extensive Monte Carlo simulations are carried out to verify the analytical methods. For the foregoing systems whose reliabilities do not depend on the loading sequence and loading path, a load coincidence analysis in conjunction with an efficient time invariant reliability analysis may give good, conservative estimates of the failure probability.

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 Ma, H.‐F. (1981). “On the reliability of structural systems.” Int. Conf. on Struct. Safety and Reliability, Trondheim, Norway, 295–314.
2.
Bennett, R. M., and Ang, A. H.‐S. (1986). “Formulation of structural system reliability,” J. Eng. Mech., ASCE, 112(11), 1135–1151.
3.
Bjerager, P., Karamchandani, A., and Cornell, C. A. (1987). “Failure tree analysis in structural system reliability.” Proc., Int. Conf. on Applications of Statistics and Probability in Soil and Structural Engineering, Univeristy of British Columbia, Vancouver, B.C., Canada.
4.
Corotis, R. B., and Soltani, M. (1985). “Structural System Reliability: Limit State and Modal Consequences,” 4th Int. Conf. on Struct. Safety and Reliability, Vol. I, Kobe, Japan, 107–116.
5.
Ditlevsen, O. (1983). “Gaussian outcrossing, from safe convex polyhedrons.” J. Eng. Mech., ASCE, 109(1), 127–148.
6.
Hohenbichler, M., and Rackwitz, R. (1983). “First order concepts in system reliability.” J. Structural Safety, 1, 177–188.
7.
Larrabee, R. D., and Cornell, C. A. (1979). “Upcrossing rate solution for load combination.” J. Struct. Div., ASCE, 105(ST1), 125–132.
8.
Murotsu, Y., et al. (1984). “Automatic generation of stochastically dominant failure modes of ground structures.” Structural Safety 2, 17–25.
9.
Moses, F. (1982). “System reliability developments in structural engineering.” Structural Safety I, 3–13.
10.
Pearce, H. T., and Wen, Y. K. (1984). “Stochastic combination of load effects.” J. Struct. Eng., ASCE, 110(7), 1613–1629.
11.
Rackwitz, R. (1985). “Reliability of system under renewal pulse loading.” J. Eng. Mech., ASCE, 111(9), 1175–1184.
12.
Shinozuka, M. (1983). “Random processes in engineering mechanics.” Proc., 4th ASCE Eng. Mech. Specialty Conf., Purdue University, West Lafayette, Ind.
13.
Schueller, G. I. (1985). “Current trend in system reliability.” Proc., 4th Int. Conf. on Struct. Safety and Reliability, Kobe, Japan, I‐139‐148.
14.
Tvedt, L. (1983). “Two second‐order approximations to the failure probability.” Veritas Report, RDIV/20‐002‐83, Det Norske, Veritas, Oslo, Norway.
15.
Wen, Y. K. (1980). “Methods for reliability of structures under multiple time varying loads.” Nuclear Engineering and Design, 60, 61–71.
16.
Wen, Y. K. (1981). “Stochastic dependencies in load combination.” Proc., 3rd Int. Conf. on Struct. Safety and Reliability, Trondheim, Norway, 89–102.
17.
Wen, Y. K. (1986). “Stochastic response and damage analysis of inelastic structures.” Probabilistic Engineering Mechanics, 1(1), 49–57.
18.
Wen, Y. K., and Chen, H.‐C. (1986). “On fast integration for time variant structural reliability.” Probabilistic Engineering Mechanics, 2(3), 156–162.
19.
Wen, Y. K., and Chen, H.‐C. (1989). “System reliability under time varying loads: II.” J. Engrg. Mech., ASCE, 115(4), 824–839.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 115Issue 4April 1989
Pages: 808 - 823

History

Published online: Apr 1, 1989
Published in print: Apr 1989

Permissions

Request permissions for this article.

Authors

Affiliations

Y. K. Wen, Member, ASCE
Prof. of Civ. Engrg., Dept. of Civ. Engrg., Univ. of Illinois at Urbana‐Champaign, Urbana, IL 61801
H.‐C. Chen
Grad. Res. Assst., Dept. of Civ. Engrg., Univ. of Illinois at Urbana‐Champaign, Urbana, IL

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