TECHNICAL PAPERS
May 1, 1993

Monte Carlo Simulation—Tool for Better Understanding of LRFD

Publication: Journal of Structural Engineering
Volume 119, Issue 5

Abstract

The current procedures for reliability assessment based on limit states design method—load and resistance factor design (LRFD)—do not fully utilize the possibilities offered by advancing computer technology. A procedure is proposed based on the use of the Monte Carlo simulation, allowing to compute the frequency distributions for resulting reliability of structural components expressed, e.g. by ln(R/Q), where R represents the resistance variables, and Q, the load‐effects variables. The procedure introduced through selected examples may be considered as a tool for better understanding of interaction, effects, and relationships of individual variables involved in the reliability assessment process defined by specifications (e.g. LRFD and Eurocode). Computer program M‐Star for IBM PCs allows very fast calculation of algebraic, logarithmic, exponential, and trigonometric functions (containing up to 26 variables expressed by histograms) representing the reliability. In the discussed examples, the reliability is expressed by probability of exceedance (of failure), while nonnegligible dependence of the index of reliability on the actual shape of frequency distributions of individual variables is demonstrated.

Get full access to this article

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

References

1.
ee on Fatigue and Fracture, Committee on Structural Safety and Reliability, Structural Division, ASCE, “Fatigue reliability: Development of criteria for design.” (1982). J. Struct. Engrg., 108(1), 71–88.
2.
“Common unified rules for steel structures.” (1984). Eurocode No. 3, Commission of the European Communities.
3.
“Design of steel structures.” (1969). Standard CSN 73 1401, Czechoslovak Institute for Standards, UNM, Prague, Czech Republic.
4.
Ellingwood, B. et al. (1980). “Development of probability based load criterion for American national standard A58.” NBS Special Pub. 577.
5.
Ellingwood, B., and Galambos, T. V. (1982). “Probability‐based criteria for structural design.” Structural Safety, Elsevier, S.P. Co., Amsterdam, The Netherlands, 15–26.
6.
Manual for steel construction, load and resistance factor design. (1986). 1st Ed., American Institute of Steel Construction, Chicago, Ill.
7.
Marek, P., and Guštar, M. (1989). “Assessment of combination of responses of a structure to the loading. Program RESCOM = KOMOD.” Pozemni stavby, Prague, Czech Republic 2 (In Czech).
8.
Marek, P., and Guštar, M. (1991). Program M‐STAR “Monte Carlo simulation.” Martec, Prague, Czech Republic.
9.
Marek, P., and Venuti, W. J. (1990). “On the combination of load effects.” J. Constructional Steel Res., 16, 193–203, Elsevier Science Publishers Ltd.
10.
Marek, P. et al. (1990). “Combinations of design tensile yield stresses in built‐up sections.” Construction Métallique, Paris, France, 4.
11.
Mrázik, A. (1987). Reliability theory of steel structures. VEDA, Bratislava, Slovakia (in Slovak).
12.
“Steel structures for buildings—Limit states design.” (1974). Canadian Institute of Steel Construction, Ontario, Canada.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 5May 1993
Pages: 1586 - 1599

History

Received: Feb 21, 1992
Published online: May 1, 1993
Published in print: May 1993

Permissions

Request permissions for this article.

Authors

Affiliations

P. Marek, Fellow, ASCE
Visiting Prof., San Jose State Univ., Dept. of Civ. Engrg., Santa Clara, CA 95192
M. Guštar
Res., Comp. Ctr., Czech Tech. Univ., Prague, 6, Zikova 4, Czech Republic
P. J. Tikalsky, Member, ASCE
Asst. Prof., Santa Clara Univ., Dept. of Civ. Engrg., Santa Clara, CA

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