Post-earthquake preliminary estimation of residual seismic capacity of RC buildings based on deep learning

IF 3.6 2区 工程技术 Q1 ENGINEERING, CIVIL Journal of Civil Structural Health Monitoring Pub Date : 2024-05-18 DOI:10.1007/s13349-024-00805-w
Ting-Yu Hsu, Ching-Feng Wu, Tsung-Chih Chiou
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Abstract

Preliminary assessment of the seismic performance of reinforced concrete (RC) buildings with placards can reduce the number of buildings that require a detailed and costly assessment. Although existing image-processing-based techniques can detect the existence of cracks and spalling in concrete, it remains difficult to define with damage levels of the damaged vertical members based on these techniques. This study aims to fill this gap by exploiting convolutional neural network (CNN) techniques for damage level classification of vertical components in RC buildings. The preliminary seismic assessment approach of existing RC buildings developed by the National Center for Research on Earthquake Engineering, Taiwan is employed in this study, and the residual strength factors for damage levels of vertical members are identified. The proposed CNN technique can estimate the damage levels of the vertical members, and the seismic capacity reduction of these damaged vertical members can be graded accordingly. Hence, the seismic resistance of the RC buildings with damaged members caused by an earthquake can be estimated. The earthquake reconnaissance data collected after recent earthquakes are used to train and validate the CNN network. The performance of the proposed approach is verified using the earthquake data with the necessary information for the preliminary seismic assessment approach. In general, the precision and recall values that we obtain for the identification of the damage in vertical members are acceptable. Based on the results of this study, performing a seismic evaluation of RC buildings by calculating the residual seismic capacity ratio with the help of machine learning appears to be an effective strategy.

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基于深度学习的钢筋混凝土建筑震后剩余抗震能力初步估算
使用标牌对钢筋混凝土(RC)建筑的抗震性能进行初步评估,可以减少需要进行详细和昂贵评估的建筑数量。虽然现有的基于图像处理的技术可以检测混凝土中是否存在裂缝和剥落,但仍很难根据这些技术确定受损垂直构件的损坏等级。本研究旨在利用卷积神经网络(CNN)技术对钢筋混凝土建筑中的竖向构件进行损伤等级分类,以填补这一空白。本研究采用了由台湾国家地震工程研究中心开发的既有钢筋混凝土建筑抗震初步评估方法,并确定了竖向构件损伤等级的剩余强度系数。该 CNN 技术可估算出竖向构件的破坏等级,并对这些破坏等级的竖向构件的抗震能力降低程度进行分级。因此,可以估算因地震而受损的钢筋混凝土建筑的抗震能力。最近地震后收集的地震勘测数据被用来训练和验证 CNN 网络。利用地震数据和初步地震评估方法所需的信息,验证了所提出方法的性能。总体而言,我们在垂直构件损坏识别方面获得的精确度和召回值是可以接受的。根据这项研究的结果,在机器学习的帮助下,通过计算剩余抗震能力比来对 RC 建筑进行抗震评估似乎是一种有效的策略。
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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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