Lin Tzu-Kang, Laínez Ana Gabriela
Department of Civil Engineering, National Chiao Tung University, Hsinchu 30010, Taiwan.
Entropy (Basel). 2018 Jan 11;20(1):49. doi: 10.3390/e20010049.
In this paper, a structural health monitoring (SHM) system based on multi-scale cross-sample entropy (MSCE) is proposed for detecting damage locations in multi-bay three-dimensional structures. The location of damage is evaluated for each bay through MSCE analysis by examining the degree of dissimilarity between the response signals of vertically-adjacent floors. Subsequently, the results are quantified using the damage index (DI). The performance of the proposed SHM system was determined in this study by performing a finite element analysis of a multi-bay seven-story structure. The derived results revealed that the SHM system successfully detected the damaged floors and their respective directions for several cases. The proposed system provides a preliminary assessment of which bay has been more severely affected. Thus, the effectiveness and high potential of the SHM system for locating damage in large and complex structures rapidly and at low cost are demonstrated.
本文提出了一种基于多尺度交叉样本熵(MSCE)的结构健康监测(SHM)系统,用于检测多跨三维结构中的损伤位置。通过MSCE分析,通过检查垂直相邻楼层响应信号之间的差异程度,对每个跨的损伤位置进行评估。随后,使用损伤指数(DI)对结果进行量化。本研究通过对一个多跨七层结构进行有限元分析,确定了所提出的SHM系统的性能。得出的结果表明,该SHM系统在几种情况下成功检测到了受损楼层及其各自的方向。所提出的系统提供了对哪个跨受到更严重影响的初步评估。因此,证明了该SHM系统在快速、低成本定位大型复杂结构损伤方面的有效性和巨大潜力。