Technical Papers
Nov 9, 2016

Data-Driven Investigation into Causes of Collapse in Scaffolds

Publication: Practice Periodical on Structural Design and Construction
Volume 22, Issue 2

Abstract

This work presents an investigation into the causes of collapse in scaffolds. The study was performed by identifying the prevalence of common scaffold design and construction attributes (such as those related to the geometry and construction of a scaffold or applied loads) during collapse and studying any correlations between these attributes and the number of scaffold collapses over several years. The data on scaffold collapse were gathered from those published by the Occupational Safety and Health Administration (OSHA). Using these data, the causes of collapse were classified into several categories, and scaffold attributes prevalent in collapse within each category were examined. This classification was further refined into two main categories of collapses resulting from (1) improper design or (2) construction errors. The comparison of failure data for these two categories determined that the improper design of scaffolds causes approximately 50% more collapses than construction errors.

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References

ASCE. (2014). “Design loads on structures during construction.” ASCE 37-14, Reston, VA.
Hill, H. (2004). “Rational and irrational design loads for “temporary” structures.” Pract. Period. Struct. Des. Constr., 125–129.
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OSHA (Occupational Safety and Health Administration). (2002). “A guide to scaffold use in the construction industry.” 〈https://www.osha.gov/Publications/osha3150.pdf〉 (Oct. 6, 2016).
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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 22Issue 2May 2017

History

Received: Jul 20, 2016
Accepted: Sep 29, 2016
Published online: Nov 9, 2016
Discussion open until: Apr 9, 2017
Published in print: May 1, 2017

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Authors

Affiliations

Padraic Chronowski, S.M.ASCE
Undergraduate Student, Dept. of Civil, Architectural, and Environmental Engineering, Illinois Institute of Technology, 3201 S. Dearborn St., AM 228, Chicago, IL 60616.
Mehdi Modares, M.ASCE [email protected]
Associate Professor, Dept. of Civil, Architectural, and Environmental Engineering, Illinois Institute of Technology, 3201 S. Dearborn St., AM 228, Chicago, IL 60616 (corresponding author). E-mail: [email protected]
Jamshid Mohammadi, M.ASCE
Professor, Dept. of Civil, Architectural and Environmental Engineering, Illinois Institute of Technology, 3201 S. Dearborn St., AM 228, Chicago, IL 60616.

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