用计算机算法识别结构缺陷

IF 1 Q4 ENGINEERING, CIVIL Civil Engineering Infrastructures Journal-CEIJ Pub Date : 2018-06-01 DOI:10.7508/CEIJ.2018.01.004
M. Mohammadizadeh, Babak Yasi
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引用次数: 3

摘要

最近用于研究结构健康状况的众多方法之一是识别结构状态数据中的异常,例如由各种传感器获得和存储的结构模态、应力、应变、位移、速度和加速度的频率。应用于异常的识别方法试图发现和识别控制数据的模式,这些模式与统计总体形成鲜明对比。对于从传感器获得的数据,与其他数据相反的数据,即异常值,可能表明结构中发生了损坏。本研究旨在利用计算机算法根据传感器收集的指示结构状况的数据来识别结构缺陷。本研究调查了各种方法的性能,包括人工神经网络(ANN),基于密度的空间聚类应用噪声(DBSCAN),曼哈顿距离,曲线拟合和箱形图,在使用与索支撑桥相关的频率值的案例研究中识别损伤样本。随后在数据集上实现了这些方法,结果表明人工神经网络提供了最优的性能。
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Identification of Structural Defects Using Computer Algorithms
One of the numerous methods recently employed to study the health of structures is the identification of anomaly in data obtained for the condition of the structure, e.g. the frequencies for the structural modes, stress, strain, displacement, speed,  and acceleration) which are obtained and stored by various sensors. The methods of identification applied for anomalies attempt to discover and recognize patterns governing data which run in sharp contrast to the statistical population. In the case of data obtained from sensors, data appearing in contrast to others, i.e. outliers, may signal the occurrence of damage in the structure.  The present research aims to employ computer algorithms to identify structural defects based on data gathered by sensors indicating structural conditions. The present research investigates the performance of various methods including Artificial Neural Networks (ANN), Density-Based Spatial Clustering of Applications with Noise (DBSCAN), Manhattan Distance, Curve Fitting, and Box Plot in the identification of samples from damages in a case study using frequency values related to a cable-support bridge.  Subsequent to the implementation of the methods in the datasets, it was shown that the ANN provided the optimal performance.
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来源期刊
CiteScore
1.30
自引率
60.00%
发文量
0
审稿时长
47 weeks
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