Vibration signals have been increasingly utilized in various engineering fields for analysis and monitoring purposes, including structural health monitoring, fault diagnosis and damage detection, where vibration signals can provide valuable information about the condition and integrity of structures. In recent years, there has been a growing trend towards the use of vibration signals in the field of bioengineering. Activity-induced structural vibrations, particularly footstep-induced signals, are useful for analyzing the movement of biological systems such as the human body and animals. Footstep-induced signals can provide valuable information about an individual's gait, body mass, and posture, making them an attractive tool for health monitoring, security, and human-computer interaction. However, the presence of various types of noise can compromise the accuracy of footstep-induced signal analysis. In this paper, we propose a novel 'many-to-many' LSTM model with a KLD regularizer and L1 regularization, which is effective in denoising structural vibration signals, particularly for regimes with larger amplitudes. The model was trained and tested using synthetic data generated by a single degree of freedom oscillator. Our results demonstrate that the proposed approach is effective in reducing noise in the signals, particularly for regimes with larger amplitudes. The approach is promising for a wide range of applications of footstep-induced structural vibration signals, including healthcare, security, and technology.
翻译:振动信号在结构健康监测、故障诊断和损伤检测等工程领域中被广泛应用,尤其在生物工程领域中有了越来越多的应用。结构活动引起的振动,特别是脚步引起的信号,对于分析人体和动物等生物系统的运动非常有用。脚步产生的信号可以提供有关个体步态、体重和姿势的有价值信息,因此逐渐成为健康监测、安全和人机交互的理想工具。然而,各种类型的噪声会影响步态引起的信号分析的准确性。本文提出了一种采用KLD正则化和L1正则化的新型“多对多”LSTM模型,对结构振动信号进行去噪,特别是对振幅较大的系统有效。模型使用单个自由度振子生成的合成数据进行训练和测试。结果表明,所提出的方法有效地减少了信号中的噪声,特别是对振幅较大的系统更为有效。该方法为各种应用脚步引起的结构振动信号的领域提供了很好的机会,包括医疗保健、安全和技术等。