Classification of Building Cracks Image Using the Convolutional Neural Network Method

IF 2.2 Q3 COMPUTER SCIENCE, INFORMATION SYSTEMS
I. S. Wijaya, Aditya Perwira Joan Dwitama, I. B. K. Widiartha, Seno Adi Putra
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引用次数: 3

Abstract

Building crack images classification caused by the earthquake is commonly conducted manually by analyzing walls, beams, columns, and floors based on visual inspection of crack's diameter, depth, and length. Experts in structural engineering who have many experiences in building damage assessment usually handle the mentioned task. In order to speed up and simplify the assessment process a classification system based on pattern recognition is on demand. This paper proposes a crack image classification technique using CNN. This classification technique is proposed to improve the performance of two previous works: the crack classification systems using GLCM features and the SVM classifier and the crack classification systems using Zoning and Moment features and QDA classifier. The experimental results show that the CNN based crack image classification works properly indicated by 99.63% of accuracy, 99.65% of precision, and 99.64% of recall for METU dataset and 93.80% of accuracy, 93.49% of precision, and 93.94% of recall for CDLE dataset. In detail, the CNN based crack image classification provides significantly higher performance than that of the previous works. Furthermore, the proposed system also shows robust performance against large variability of cracks and non-crack images.
基于卷积神经网络的建筑裂缝图像分类
地震引起的建筑物裂缝图像分类通常是通过肉眼观察裂缝的直径、深度和长度,通过分析墙壁、梁、柱和地板进行人工分类。具有丰富的建筑损伤评估经验的结构工程专家通常负责上述任务。为了加快和简化评估过程,需要一种基于模式识别的分类系统。本文提出了一种基于CNN的裂纹图像分类技术。该分类技术的提出是为了改进之前两种方法的性能:使用GLCM特征和SVM分类器的裂缝分类系统,以及使用Zoning和Moment特征和QDA分类器的裂缝分类系统。实验结果表明,基于CNN的裂纹图像分类方法对METU数据集的准确率为99.63%、精度为99.65%、召回率为99.64%,对CDLE数据集的准确率为93.80%、精度为93.49%、召回率为93.94%。其中,基于CNN的裂纹图像分类的性能明显高于之前的工作。此外,该系统对裂纹和非裂纹图像的大变异性也表现出鲁棒性。
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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来源期刊
Data
Data Decision Sciences-Information Systems and Management
CiteScore
4.30
自引率
3.80%
发文量
0
审稿时长
10 weeks
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