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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM65317
Volume:
10 |
6 |
Jun 2026
Pages:
1-8
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
Department of Civil Engineering,
AIT, Ujjain, India
Department of Civil Engineering,
AIT, Ujjain, India
Department of Civil Engineering,
AIT, Ujjain, India
With rapid advances in statistical modelling and data analysis, analysis of bridge failure and damage is also being considered under the purview of statistical models. It is ubiquitous that manual inspection of bridge damage and estimations are time consuming and may not be practically feasible in cases where the experts are not readily available and/or sites of huge mass calamities such as earthquake prone cites. Thus a quick estimation and evaluation of the damages is necessary so as to immediately stop the cascading effect of the possible failure and casualties. In this paper, a comprehensive review on the various statistical techniques being employed for the evaluation of bridge failure have been discussed along with the salient points. Previous work in the domain has also been cited so as to garner attention towards the recent trends in the domain. The evaluation metrics commonly employed for the analysis of the statistical systems have also been defined. It is expected that this comprehensive review would pave the path for further research domains in the field.
KEYWORDS
It can be concluded from previous discussions that it is mandatory to make a quick estimation and evaluation of the damages is necessary so as to immediately stop the cascading effect of the possible failure and casualties. This paper presents the basis of the employment of statistical and machine leaning based techniques for the estimation of bridge failure in the presence of seismic effects. The salient points pertaining to the contemporary literature in the domain has bene cited along with the brief description of the model being used. Finally the evaluation metrics for the techniques employed have been discussed.
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Publication Date
6/23/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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