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Proceedings ArticleDOI

Machine learning algorithms to damage detection under operational and environmental variability

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TLDR
The unique contribution of this study is a direct comparison of the four proposed machine learning algorithms that have been reported as reliable approaches to separate structural conditions with changes resulting from damage from changes caused by operational and environmental variations.
Abstract
The goal of this paper is to detect structural damage in the presence of operational and environmental variations using vibration-based damage identification procedures. For this purpose, four machine learning algorithms are applied based on auto-associative neural networks, factor analysis, Mahalanobis distance, and singular value decomposition. A baseexcited three-story frame structure was tested in laboratory environment to obtain time series data from an array of sensors under several structural state conditions. Tests were performed with varying stiffness and mass conditions with the assumption that these sources of variability are representative of changing operational and environmental conditions. Damage was simulated through nonlinear effects introduced by a bumper mechanism that induces a repetitive, impacttype nonlinearity. This mechanism intends to simulate the cracks that open and close under dynamic loads or loose connections that rattle. The unique contribution of this study is a direct comparison of the four proposed machine learning algorithms that have been reported as reliable approaches to separate structural conditions with changes resulting from damage from changes caused by operational and environmental variations.

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Citations
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Structural Causes of Temperature Affected Modal Data of Civil Structures Obtained by Long Time Monitoring, #141

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Proceedings ArticleDOI

Robust change detection in highly dynamic guided wave signals with singular value decomposition

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Applications of Self-Organizing Maps in Structural Health Monitoring

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Stability assessment of homogeneous slopes loaded with mobile tracked cranes—An artificial neural network approach

TL;DR: In this article, the authors used an Artificial Neural Network (ANN) to predict the minimum factor of safety for a homogeneous slope in the case of homogeneous constructed slopes, and the load distribution due to mobile tracked cranes was represented by an equivalent triangular distribution acting on the slope surface.

Safety appraisal of an existing bridge via detailed modelling

TL;DR: In this paper, a prestressed concrete box girder bridge exhibiting cracking related pathologies is presented, and a nonlinear analysis model is developed to evaluate the ultimate load of the bridge taking into account the redundancy of the structural system.
References
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An introduction to structural health monitoring

TL;DR: Technical challenges that must be addressed if SHM is to gain wider application are discussed in a general manner and the historical overview and summarizing the SPR paradigm are provided.
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What's In A Name? Malay Seals As Onomastic Sources

TL;DR: This article serves both as a tutorial introduction to ROC graphs and as a practical guide for using them in research.
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A summary review of wireless sensors and sensor networks for structural health monitoring

TL;DR: This paper is intended to serve as a summary review of the collective experience the structural engineering community has gained from the use of wireless sensors and sensor networks for monitoring structural performance and health.
Journal ArticleDOI

Technology developments in structural health monitoring of large-scale bridges

TL;DR: The importance of implementing long-term structural health monitoring systems for large-scale bridges, in order to secure structural and operational safety and issue early warnings on damage or deterioration prior to costly repair or even catastrophic collapse, has been recognized by bridge administrative authorities.
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