TECHNICAL PAPERS
Nov 1, 1992

Expert System for Construction Safety. I: Fault‐Tree Models

Publication: Journal of Performance of Constructed Facilities
Volume 6, Issue 4

Abstract

When a construction‐fall investigation is undertaken, the success of arriving at a conclusion depends on the available information and the expert's judgment to establish the possible and probable causes of the fall. In the first of a two‐part study, fault‐tree models are developed to explain the etiology of construction falls. These models represent the frame of knowledge concerning causal relationships of reasonable and possible causes of falls. Causes are classified as the enabling, triggering, and support‐related causes. Each cause is expanded to reach the basic and conditional causes that contribute to the fall. The analysis is limited to fault‐tree qualitative modeling for construction falls from elevated floor openings. The study resulted in 17 basic causes, four conditional causes, and 28 sets of combined basic and conditional causes that have the potential to contribute to a construction fall. Our study concludes the usefulness of fault‐tree models to systematically and logically represent an expert's knowledge.

Get full access to this article

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

References

1.
Barlow, R. E., and Lambert, H. E. (1975). “Introduction to fault tree analysis.” Reliability and fault tree analysis, R. E. Barlow, J. B. Fussell, and N. D. Singpurwalla, eds., Society of Industrial and Applied Mathematics, 7–35.
2.
Hadipriono, F. C. (1985). “Analysis of events in recent structural failures.” J. Struct. Engrg., ASCE, 111(7), 1468–1481.
3.
Hadipriono, F. C. (1992). “Expert system for construction safety: the knowledge base.” J. Perf. Constr. Fac., 6(4), 261–274.
4.
Hadipriono, F. C., and Diaz, C. F. (1988). “Trends in recent construction and structural failures in the United States.” Int. J. Forensic Engrg., 1(4), 227–232.
5.
Hadipriono, F. C., and Toh, H. S. (1989). “Modified fault tree analysis for structural safety.” J. Civ. Engrg. Systems, 6(4), 190–199.
6.
Hadipriono, F. C., and Wang, H. K. (1986). “Analysis of causes of falsework failures in concrete structures.” J. Constr. Engrg. and Mgmt., 112(1), 112–121.
7.
“Improving construction safety performance.” (1990). A construction industry cost effectiveness project report, The Business Roundtable, New York, N.Y
8.
“Investigation of construction failure of reinforced concrete cooling tower at Willow Island, West Virginia.” (1979). Report No. 78‐1578, Washington, D.C.
9.
“Jobsite dangers defy worker protection drive.” (1990). Engrg. News‐Record, Nov. 1, 24–28.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 6Issue 4November 1992
Pages: 246 - 260

History

Published online: Nov 1, 1992
Published in print: Nov 1992

Permissions

Request permissions for this article.

Authors

Affiliations

Fabian C. Hadipriono, Fellow, ASCE
Assoc. Prof., Civ. Engrg., Ohio State Univ., Columbus, OH 43210

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