Technical Papers
Jun 12, 2018

Data-Driven Monitoring System for Preventing the Collapse of Scaffolding Structures

Publication: Journal of Construction Engineering and Management
Volume 144, Issue 8

Abstract

As temporary structures, scaffolds have essential roles to hold workers, materials, and equipment throughout construction activities. However, because a safety inspection for scaffolds is primarily visual and labor intensive, the OSHA standards related to scaffolds are frequently violated. Improper management of scaffolds has caused scaffolding collapses that have a potentially detrimental effect and liability on workers’ lives. This paper discusses the significance of scaffolding collapses and explores a method to perform scaffolding monitoring. To establish an integrated method, this research cross-connects various components (e.g., strain data, finite element model (FEM)-based structural analysis, machine learning, and an actual scaffold) in the presented framework. More specifically, this framework for a smart monitoring system is involved with: (1) developing a wireless strain sensing module for data collection, (2) modeling an FEM and learning data for failure mechanisms through FEM to characterize scaffold behaviors under certain loading conditions, and (3) investigating a machine-learning algorithm (i.e., support vector machine) for decision making. The FEM simulation analyzes a scaffolding to calculate strain values for each scaffolding column from randomly generated 1,200 load cases. Load-related strain data form training and testing sets for the machine-learning algorithm that enables the distinguishing of scaffolding conditions such as safe, over-turning, uneven-settlement, and over-loading conditions. In the experimental validation, the developed wireless strain sensing modules perform the real-time strain measurement and the machine-learning algorithm to successfully estimate the status of the scaffolding structure with 97.66% accuracy on average. The proposed method could escalate a monitoring paradigm for temporary structures from a labor-intensive manual inspection to a systematic real-time approach.

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Data Availability Statement

Data generated or analyzed during the study are available from the corresponding author by request. Information about the Journal’s data sharing policy can be found here: http://ascelibrary.org/doi/10.1061/%28ASCE%29CO.1943-7862.0001263.

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 144Issue 8August 2018

History

Received: Nov 13, 2017
Accepted: Mar 7, 2018
Published online: Jun 12, 2018
Published in print: Aug 1, 2018
Discussion open until: Nov 12, 2018

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Authors

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Chunhee Cho [email protected]
Postdoctoral Scholar, Dept. of Civil and Environmental Engineering and Construction, Univ. of Nevada, Las Vegas, Las Vegas, NV 89154. Email: [email protected]
Kyungki Kim, Aff.M.ASCE [email protected]
Assistant Professor, Dept. of Construction Management, Univ. of Houston, 4734 Calhoun Rd. #111, Houston, TX 77204-4020. Email: [email protected]
JeeWoong Park, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering and Construction, Univ. of Nevada, Las Vegas, Las Vegas, NV 89154 (corresponding author). Email: [email protected]
Yong K. Cho, A.M.ASCE [email protected]
Associate Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Dr. N.W., Atlanta, GA 30332-0355. Email: [email protected]

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