利用广义零点学习法快速识别结构的损伤状态

IF 4.3 2区 工程技术 Q1 ENGINEERING, CIVIL
Mengdie Chen, Sujith Mangalathu, Jong-Su Jeon
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引用次数: 0

摘要

地震等自然灾害发生后,识别受损结构对于确保公共安全和促进及时维修至关重要。最近,基于机器学习的模型在这方面大有可为。传统的机器学习方法需要大量标注数据进行训练。然而,由于耗时耗力且成本高昂,获取标注数据进行损坏识别具有挑战性。为了解决这个问题,本研究提出了一种广义零点学习(GZSL)方法来识别图像中的结构损坏程度。所提出的方法用于评估钢筋混凝土剪力墙的破坏模式,涉及 0-1 级的像素图像。以 ResNet18 为骨干的 GZSL 模型表现出色,在训练集和测试集上的准确率分别达到 100%和 86.7%。该方法还被用于使用具有更宽色谱的小波图像评估建筑物的损坏情况;基于 ResNet50 的 GZSL 模型表现出色,即使样本数量较少(包括可见和未见类),准确率也达到了 68%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Rapid damage state identification of structures using generalized zero-shot learning method

Identification of damaged structures after natural disasters, such as earthquakes, is crucial for ensuring public safety and facilitating timely repairs. Recently, machine learning-based models have shown promise in this direction. Traditional machine-learning approaches require a significant amount of labeled data for training. However, obtaining labeled data for damage identification can be challenging because it is time-consuming and expensive. To resolve this issue, this study proposes a generalized zero-shot learning (GZSL) methodology to identify the degree of structural damage in images. The proposed methodology was used for assessing the failure mode of reinforced concrete shear walls involving pixel images on a scale of 0–1. The GZSL model with ResNet18 as its backbone demonstrated good performance, achieving 100% and 86.7% accuracies on training and test sets, respectively. This methodology was also utilized for assessing building damage using wavelet images with a broader color spectrum; the ResNet50-based GZSL model demonstrated excellent performance, achieving an accuracy of 68%, even with a smaller number of samples that included both seen and unseen classes.

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来源期刊
Earthquake Engineering & Structural Dynamics
Earthquake Engineering & Structural Dynamics 工程技术-工程:地质
CiteScore
7.20
自引率
13.30%
发文量
180
审稿时长
4.8 months
期刊介绍: Earthquake Engineering and Structural Dynamics provides a forum for the publication of papers on several aspects of engineering related to earthquakes. The problems in this field, and their solutions, are international in character and require knowledge of several traditional disciplines; the Journal will reflect this. Papers that may be relevant but do not emphasize earthquake engineering and related structural dynamics are not suitable for the Journal. Relevant topics include the following: ground motions for analysis and design geotechnical earthquake engineering probabilistic and deterministic methods of dynamic analysis experimental behaviour of structures seismic protective systems system identification risk assessment seismic code requirements methods for earthquake-resistant design and retrofit of structures.
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