Anaissi Ali, Makki Alamdari Mehrisadat, Rakotoarivelo Thierry, Khoa Nguyen Lu Dang
Faculty of Engineering and IT, The University of Sydney, Sydney, NSW 2006, Australia.
School of Civil and Environmental Engineering, Universiry of New South Wales, Sydney, NSW 2052, Australia.
Sensors (Basel). 2018 Jan 2;18(1):111. doi: 10.3390/s18010111.
Early damage detection is critical for a large set of global ageing infrastructure. Structural Health Monitoring systems provide a sensor-based quantitative and objective approach to continuously monitor these structures, as opposed to traditional engineering visual inspection. Analysing these sensed data is one of the major Structural Health Monitoring (SHM) challenges. This paper presents a novel algorithm to detect and assess damage in structures such as bridges. This method applies tensor analysis for data fusion and feature extraction, and further uses one-class support vector machine on this feature to detect anomalies, i.e., structural damage. To evaluate this approach, we collected acceleration data from a sensor-based SHM system, which we deployed on a real bridge and on a laboratory specimen. The results show that our tensor method outperforms a state-of-the-art approach using the wavelet energy spectrum of the measured data. In the specimen case, our approach succeeded in detecting 92.5% of induced damage cases, as opposed to 61.1% for the wavelet-based approach. While our method was applied to bridges, its algorithm and computation can be used on other structures or sensor-data analysis problems, which involve large series of correlated data from multiple sensors.
早期损伤检测对于大量全球老化基础设施至关重要。结构健康监测系统提供了一种基于传感器的定量且客观的方法来持续监测这些结构,这与传统的工程目视检查不同。分析这些传感数据是结构健康监测(SHM)的主要挑战之一。本文提出了一种用于检测和评估桥梁等结构损伤的新算法。该方法应用张量分析进行数据融合和特征提取,并在此特征上进一步使用一类支持向量机来检测异常,即结构损伤。为了评估这种方法,我们从一个基于传感器的SHM系统收集了加速度数据,该系统部署在一座真实桥梁和一个实验室试件上。结果表明,我们的张量方法优于使用测量数据小波能谱的一种先进方法。在试件的情况下,我们的方法成功检测出92.5%的诱导损伤情况,而基于小波的方法为61.1%。虽然我们的方法应用于桥梁,但其算法和计算可用于其他结构或传感器数据分析问题,这些问题涉及来自多个传感器的大量相关数据。