基于深度学习的大跨度空间结构损伤识别研究

IF 3.6 2区 工程技术 Q1 ENGINEERING, CIVIL
Caiwei Liu, Jianhao Man, Chaofeng Liu, Lei Wang, Xiaoyu Ma, Jijun Miao, Yanchun Liu
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引用次数: 0

摘要

大跨度空间结构损伤识别是结构健康监测的一项挑战性内容。与桥梁、框架等其他建筑相比,空间结构具有跨度大、自由度多、结构复杂等特点。因此,本文提出了一种基于振动信号的新型空间结构分步损伤识别方法。该方法利用递推图处理结构振动响应,从而获得非线性特征。通过非线性特征反应结构的不同损伤情况,并引入卷积神经网络实现不同损伤下的分类识别问题。以正交正交四棱锥网格结构模型为例,对损伤节点和损伤杆件的逐步识别进行了可行性分析。同时介绍了数据增强和迁移学习的优化模型训练方法。总体识别准确率超过 89.7%。为了实现所提出的损失识别方法在实际工程中的应用,通过编程技术封装,构建了可操作的图形用户界面。随后,利用由 157 个节点和 414 根杆件组成的单层柱面网格壳体模型,通过现场试验和数值模拟相结合的方法,验证了从下部结构到杆件的完整的分步损伤识别方法。结果表明,该损伤识别方法对结构损伤的识别准确率超过 85%。为了解释卷积神经网络模型的有效性,使用类激活热图对识别图像特征进行了可视化训练。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Research on damage identification of large-span spatial structures based on deep learning

Research on damage identification of large-span spatial structures based on deep learning

Large-span spatial structure damage identification is a challenging element of structural health monitoring. Compared with other buildings such as bridges and frames, space structures are characterized by large spans, many degrees of freedom and complex structures. Therefore, this paper proposes a new step-by-step damage identification method for spatial structures based on vibration signals. The method uses recurrence plot to process the structural vibration response to obtain nonlinear features. Through the nonlinear features reacting to different damage conditions of the structure and introducing convolutional neural network to realize the classification recognition problem under different damages. The feasibility analysis of step-by-step identification of damaged nodes and damaged rods is carried out with an orthogonal orthotropic quadrangular cone mesh structure model as an example. The optimized model training methods of data augmentation and migration learning are also introduced. An overall recognition accuracy of more than 89.7% is obtained. In order to realize the application of the proposed loss identification method in practical engineering, an operable GUI interface is constructed by encapsulating with programming technology. Afterwards, the complete step-by-step damage identification method from substructure to rod was verified by combining field tests and numerical simulations using a single-layer column surface mesh shell model consisting of 157 nodes and 414 rods. The results show that the damage recognition method has more than 85% recognition accuracy for structural damage. To explain the effectiveness of the convolutional neural network model training visualization of the recognition image features is performed using class activation heat maps.

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来源期刊
Journal of Civil Structural Health Monitoring
Journal of Civil Structural Health Monitoring Engineering-Safety, Risk, Reliability and Quality
CiteScore
8.10
自引率
11.40%
发文量
105
期刊介绍: The Journal of Civil Structural Health Monitoring (JCSHM) publishes articles to advance the understanding and the application of health monitoring methods for the condition assessment and management of civil infrastructure systems. JCSHM serves as a focal point for sharing knowledge and experience in technologies impacting the discipline of Civionics and Civil Structural Health Monitoring, especially in terms of load capacity ratings and service life estimation.
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