{"title":"利用各种特征进行基于 CNN 的桥梁地震损伤识别的比较研究","authors":"Xiaohang Zhou, Yian Zhao, Inamullah Khan, Lu Cao","doi":"10.1007/s12205-024-0559-9","DOIUrl":null,"url":null,"abstract":"<p>Quick and accurate identification of bridge damage after an earthquake is crucial for emergency decision-making and post-disaster rehabilitation. The maturing technology of deep neural networks (DNN) and the integration of health monitoring systems provide a viable solution for seismic damage identification in bridges. However, how to construct damage features that can efficiently characterize the seismic damage of the bridge and are suitable for the use with DNN needs further investigation. This study focuses on seismic damage identification for a continuous rigid bridge using raw acceleration responses, statistical features, frequency features, and time-frequency features as inputs, with damage states as outputs, employing a deep convolutional neural network (CNN) for pattern classification. Results indicate that all four damage features can identify seismic damage, with time-frequency features achieving the highest accuracy but having a complex construction process. Frequency features also demonstrate high accuracy with simpler construction. Raw acceleration response and statistical features perform poorly, with statistical features deemed unsuitable as damage indicators. Overall, frequency features are recommended as CNN inputs for quick and accurate bridge seismic damage identification.</p>","PeriodicalId":17897,"journal":{"name":"KSCE Journal of Civil Engineering","volume":"59 1","pages":""},"PeriodicalIF":1.9000,"publicationDate":"2024-09-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Comparative Study on CNN-based Bridge Seismic Damage Identification Using Various Features\",\"authors\":\"Xiaohang Zhou, Yian Zhao, Inamullah Khan, Lu Cao\",\"doi\":\"10.1007/s12205-024-0559-9\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>Quick and accurate identification of bridge damage after an earthquake is crucial for emergency decision-making and post-disaster rehabilitation. The maturing technology of deep neural networks (DNN) and the integration of health monitoring systems provide a viable solution for seismic damage identification in bridges. However, how to construct damage features that can efficiently characterize the seismic damage of the bridge and are suitable for the use with DNN needs further investigation. This study focuses on seismic damage identification for a continuous rigid bridge using raw acceleration responses, statistical features, frequency features, and time-frequency features as inputs, with damage states as outputs, employing a deep convolutional neural network (CNN) for pattern classification. Results indicate that all four damage features can identify seismic damage, with time-frequency features achieving the highest accuracy but having a complex construction process. Frequency features also demonstrate high accuracy with simpler construction. Raw acceleration response and statistical features perform poorly, with statistical features deemed unsuitable as damage indicators. Overall, frequency features are recommended as CNN inputs for quick and accurate bridge seismic damage identification.</p>\",\"PeriodicalId\":17897,\"journal\":{\"name\":\"KSCE Journal of Civil Engineering\",\"volume\":\"59 1\",\"pages\":\"\"},\"PeriodicalIF\":1.9000,\"publicationDate\":\"2024-09-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"KSCE Journal of Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s12205-024-0559-9\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"KSCE Journal of Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s12205-024-0559-9","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Comparative Study on CNN-based Bridge Seismic Damage Identification Using Various Features
Quick and accurate identification of bridge damage after an earthquake is crucial for emergency decision-making and post-disaster rehabilitation. The maturing technology of deep neural networks (DNN) and the integration of health monitoring systems provide a viable solution for seismic damage identification in bridges. However, how to construct damage features that can efficiently characterize the seismic damage of the bridge and are suitable for the use with DNN needs further investigation. This study focuses on seismic damage identification for a continuous rigid bridge using raw acceleration responses, statistical features, frequency features, and time-frequency features as inputs, with damage states as outputs, employing a deep convolutional neural network (CNN) for pattern classification. Results indicate that all four damage features can identify seismic damage, with time-frequency features achieving the highest accuracy but having a complex construction process. Frequency features also demonstrate high accuracy with simpler construction. Raw acceleration response and statistical features perform poorly, with statistical features deemed unsuitable as damage indicators. Overall, frequency features are recommended as CNN inputs for quick and accurate bridge seismic damage identification.
期刊介绍:
The KSCE Journal of Civil Engineering is a technical bimonthly journal of the Korean Society of Civil Engineers. The journal reports original study results (both academic and practical) on past practices and present information in all civil engineering fields.
The journal publishes original papers within the broad field of civil engineering, which includes, but are not limited to, the following: coastal and harbor engineering, construction management, environmental engineering, geotechnical engineering, highway engineering, hydraulic engineering, information technology, nuclear power engineering, railroad engineering, structural engineering, surveying and geo-spatial engineering, transportation engineering, tunnel engineering, and water resources and hydrologic engineering