Damage identification of trusses using limited modal features and ensemble learning

Lieu Xuan Qui
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引用次数: 0

Abstract

A damage diagnosis method for trusses based on incomplete free vibration properties utilizing ensemble learning, e.g. Extreme gradient boosting (XGBoost), is presented in this work. Owing to the lack of measurement sensors, modal features are only measured at master degrees of freedom (DOFs) of a few first models instead of all DOFs of a structural system. Accordingly, a modal strain energy-based index (MSEBI) is employed to determine the most potentially damaged candidates. Then, an XGBoost-driven ensemble learning model is constructed from a finite element method (FEM)-simulated dataset. In which, inputs are eigenvectors corresponding to master DOFs, whilst outputs are damage ratios of suspected members. The accuracy of such a model is continuously enhanced by removing low-risk members via a damage threshold. As a consequence, the present paradigm can reliably detect damage to trusses. All test examples are programmed in Python to illustrate the reliability and efficiency of the proposed methodology.
基于有限模态特征和集成学习的桁架损伤识别
本文提出了一种基于不完全自由振动特性的基于集成学习的桁架损伤诊断方法,如极限梯度增强(XGBoost)。由于缺乏测量传感器,结构系统的模态特征只能在几个第一模型的主自由度上进行测量,而不能在结构系统的所有自由度上进行测量。因此,采用基于模态应变能指数(MSEBI)来确定最可能受损的候选结构。然后,利用有限元模拟数据集构建了xgboost驱动的集成学习模型。其中,输入是主自由度对应的特征向量,输出是可疑构件的损伤比。通过损伤阈值去除低风险成员,可以不断提高模型的准确性。因此,目前的范例可以可靠地检测桁架的损坏。所有的测试示例都是用Python编写的,以说明所提出方法的可靠性和效率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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