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Published in: Engineering with Computers 2/2021

04-11-2019 | Original Article

Can past failures help identify vulnerable bridges to extreme events? A biomimetical machine learning approach

Author: M. Z. Naser

Published in: Engineering with Computers | Issue 2/2021

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Abstract

With limited resources to properly maintain and upgrade transportation infrastructure, bridges often end up exceeding their expected service lifespan; thus, becoming vulnerable to the adverse effects of aging and extreme loading conditions. In order to better assess the vulnerability of these structures, this study showcases the outcome of an observational analysis that utilizes biomimetical (bio-inspired) machine learning algorithms to predict the vulnerability and expected degree of damage in bridges in the aftermath of an extreme loading event (such as fire, flood, earthquake, etc.). These algorithms comprise deep learning, decision tree, genetic algorithm and genetic programing and were trained and validated using 299 international incidents covering a wide variety of bridge systems/configurations, traffic demands, etc. Based on this analysis, user-friendly assessment tools that can be used to evaluate propensity of a given bridge to undergo high levels of damage and/or collapse are developed. These tools can aid designers and decision-makers in evaluating performance of new or existing bridges against a variety of hazards, as well as in developing relevant design strategies for mitigating disaster-induced failures as to minimize disruptions to supply chain operations and/or evacuations during an emergency.

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Appendix
Available only for authorised users
Footnotes
1
Structurally deficient bridges are those that have been restricted to light vehicles, closed to traffic or require rehabilitation. A structurally deficient bridge is one for which the deck, the superstructure or the substructure are rated in condition 4 out of 10 or less [57].
 
2
Functionally obsolete bridges are those built to standards that are not used today. Such bridges do not have adequate lane/shoulder widths or vertical clearance to serve current traffic demand, or those that may be occasionally flood [57].
 
3
Unlike other works [3032, 37, 4043], many of which were cited in the previous section, bridges that failed during construction/demolition, or due to overloading, fatigue, and other similar causes were not considered herein.
 
4
A keynote to remember is that due to lack of proper documentations on incident magnitudes, an accurate and quantitative estimation of the size/intensity of a particular event may not be obtained (i.e. media outlets and public reports do not usually provide the exact magnitude of a fire, speed of collision, flooding volume, etc.). This aspect, together with others, are further discussed in a subsequent section towards the end of this paper.
 
5
It should be noted that description on DT is provided is Table 6 (in the “Appendix”).
 
Literature
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go back to reference B. Åkesson, Understanding Bridge Collapse, CRC Press, 2008 B. Åkesson, Understanding Bridge Collapse, CRC Press, 2008
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go back to reference Koza JR (1992) A genetic approach to finding a controller to back up a tractor-trailer truck. In: Proceedings of 1992 American control conference. IEEE, Chicago Koza JR (1992) A genetic approach to finding a controller to back up a tractor-trailer truck. In: Proceedings of 1992 American control conference. IEEE, Chicago
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Metadata
Title
Can past failures help identify vulnerable bridges to extreme events? A biomimetical machine learning approach
Author
M. Z. Naser
Publication date
04-11-2019
Publisher
Springer London
Published in
Engineering with Computers / Issue 2/2021
Print ISSN: 0177-0667
Electronic ISSN: 1435-5663
DOI
https://doi.org/10.1007/s00366-019-00874-2

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