Bridge Damage Identification Using Deep Neural Networks on Time–Frequency Signals Representation

Author:

Santaniello Pasquale1,Russo Paolo1ORCID

Affiliation:

1. DIAG Department, Sapienza University of Rome, Piazzale Aldo Moro 5, 00185 Rome, Italy

Abstract

For the purpose of maintaining and prolonging the service life of civil constructions, structural damage must be closely monitored. Monitoring the incidence, formation, and spread of damage is crucial to ensure a structure’s ongoing performance. This research proposes a unique approach for multiclass damage detection using acceleration responses based on synchrosqueezing transform (SST) together with deep learning algorithms. In particular, our pipeline is able to classify correctly the time series representing the responses of accelerometers placed on a bridge, which are classified with respect to different types of damage scenarios applied to the bridge. Using benchmark data from the Z24 bridge for multiclass classification for different damage situations, the suggested method is validated. This dataset includes labeled accelerometer measurements from a real-world bridge that has been gradually damaged by various conditions. The findings demonstrate that the suggested approach is successful in exploiting pre-trained 2D convolutional neural networks, obtaining a high classification accuracy that can be further boosted by the application of simple voting methods.

Publisher

MDPI AG

Subject

Electrical and Electronic Engineering,Biochemistry,Instrumentation,Atomic and Molecular Physics, and Optics,Analytical Chemistry

Reference73 articles.

1. Rytter, A. (1993). Vibrational Based Inspection of Civil Engineering Structures. [Ph.D. Thesis, Aalborg University].

2. Farrar, C., Sohn, H., Hemez, F., Anderson, M., Bement, M., Cornwell, P., Doebling, S., Schultze, J., Lieven, N., and Robertson, A. (2003). Damage Prognosis: Current Status and Future Needs, Los Alamos National Laboratory. Technical Report, LA-14051-MS.

3. Inman, D.J., Farrar, C.R., Junior, V.L., and Junior, V.S. (2005). Damage Prognosis: For Aerospace, Civil and Mechanical Systems, John Wiley & Sons.

4. Structural health monitoring: Closing the gap between research and industrial deployment;Cawley;Struct. Health Monit.,2018

5. Fritzen, C.P. (2014). Vibration-Based Methods for SHM, NATO.

Cited by 9 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3